HomeMy WebLinkAboutLIONSHEAD FILING 6 LOT 1 2 ARRABELLE UNITS 652 655NOTE: THIS PERMIT MUST BE POSTED OA, JOBSITE AT ALL TIMES
Town of Vail, Community Development, TS South Frontage Road, Vail, Colorado 81657
p. 97 O.47 9.21 39, t. 97 0.47 9.2452, inpsections 97 0.47 9.21 49
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ADD/ALT MF BUILD PERMIT
Job Address: 675 LIONSHEAD pL VAIL
Locatlon......: UNIT 655, 652 ARRABELLE
ParcelNo....: 210106328032
OWNER DAVID ARON ARMBELLE TRUST |AOzf,lOOl
JEREMY ARON ARRABELLE TRUST
1331 BRICKELL BAY DR 3701
MIAMI
FL 33131
APPLICANT MCBOYD BUILDERS INC 12t02t?008 phone: 328-b789
PO BOX 238
EAGLE
co 81631
License: 770-8
CONTRACTOR MCBOYD BUILDERS INC 121O2t2008 Phone: 328-0789
PO BOX 238
EAGLE
co 81631
License: 77SB
Doscription:
INTERIOR CONDO UNIT REMODEL
Occupancy: R2
Type Construction: lB
Permit #:
Valuation:
Total Sq Ft Added:
808-0399
PRJ08-0668
ISSUED
12tg2t?008
01/16/2009
07t15t2009
$15,000.00
0
Project #:
REOUESTS FOR
8:00 Am . 4:00 PM.
FEE SUMIVIARY
Building Permit Fee---->
Plan Check-----
Add'l Plan Check Hours->
I nvastigation--------->
$251 .25 Will Cal Fee---------->
$163.31 Use Tax Fee----
90.00 Restuarant Plan Review--->
$0.00 Recrealion Fee----------->
Total Calculated F6es---->
$4.00
$100.00
$0.00
$0.00
$518.56
Total Calculated Fees-------->
Addilional Fees-------------->
TOTAL PERMIT FEES_-.*.-->
Payments-----
BALANCE DU E------------->
$518.56
$0.00
$518.56
$518.56
s0.00
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, oompleted an accurate plot plan, and state that allthe information
as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes, design review approved, International Building end Residential Codes and other ordinances of the Town
applicable thereto.
-FOUR HOURS IN AOVANCE BY TELEPHONE AT 970,479.2149 OR AT OUR OFFICE FROM
/- //-a?
Print Name
bld_alt_construction_perm it_04'1 908
APPROVALS
Permit #: 808-0399 as of 01-16-2009 Status: ISSUED
Item: 05100 BUILDINc DEPARTMENT
1?/1512008 cgunion Action: AP
Item: 05600 FIRE DEPARTMENT
01107n009 McGee Action: AP
See the Conditions section of this Document for any that may apply.
bld_alt_corclruction_perm it_04 I 908
CONDITIONS OF APPROVAL
Permit #: 808-0399 as of 01 -16-2009 Status: TSSUED
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUTRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 14
(BLDG.):ALL PENETRATIONS lN WALLS, CEtLtNGS, AND FLOORS TO
BE SEALED WITH AN APPROVED FIRE MATERIAL.
Cond: 1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY
WORK CAN BE STARTED.
Cond: 40
(BLDG): (MFR/COMM) FIRE ALARM REQUTRED PER NFPA 72.
Cond:CON0010524
FIRE DAMPERS REQUIRED AT THE DWELLING UNIT SEPARATION WALL
IN DUCTWORK THAT SERVES BOTH UNITS
Cond: CON0010525
UNIT 652, 655 SHALL BE PROVIDED WITH SEPERATE THERMOSTAT
CONTROLS SO HEAT CAN BE MAINTAINED AT 68 DEGREES F PER
tBc/tMc
bld_alt_construction3ermit_041 908
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* * * * * * * * * i * * * * * * * * * t * * * * * * * * {t * t {. {. * i. * * * * :} * :} {. * * rr * * * *
TOWNOFVAIL, COLORADO Statement*+****** * * * t '1.*,r,lt {.* 't * * * * * * * * * + t + * '} * * * * 1r * * * 't * **'t**** * * * * * * * * ***** **t *+*+* + *** + * * * | * 'f 't* | * * * t * * *
Statement Number: R090000049 Amount,: g518.SG OL/1"G/2OO9O9:59 AM
Payment Method: Check
BUILDERS
Init: SAB
Notation: 1564 MCBOYD
Permit No:
Parcel No:
Site Address :
Location:
This Payment :
808-0399
2101--063-2803-2
675 I,IONSHEAD PL VAIL
UNIT 555, 552 ARRABELLE
T]T)E: ADD/ALT MF BUTLD PERMIT
$518. s6
**|*****t3****I*'i'********itl****+****ll**lr**1.**************++++*+++++*********'*{.*t tr*{r{.tr*trt t *t
ACCOUNT ITEM LIST:
Account Code De script. ion Current Pmts
Tot.a1 Fees:
ToTaI AIJIJ PmE s :
Balance :
ss18.56
ss18 .56
90.00
BP 001_00003111_l_00
PF 001"00003112300
uT r.r-000003105000
wc 00L00003112800
BUILDING PERMIT FEES
P].AN CI{ECK FEES
USE TAX 4t
WIIJIJ CALIJ INSPECTTON FEE
zaL. za
153 .3L
r.00.00
4.00
Separate Permits a* required for electrical, plumbing, mechanical, fireplace, etc
prcJectAddrces U+S e, Lr""nrLJ FLrc-r,
UVN:L 6g3
Va"\,Co 8tL3l
Conlracbr Informati,on
Company:
companyAddress: Yo Bol 28
Qto 323-=oo+
""rr'
q1o 314- rq1?
{Use additional ahe61 if nece$ary)
Architect (vf De$igner { } Engineer (
Fax:
E-Mail:
Detribd Deccdption of Worf :
",9,
8\\- state: Co zp:8lLBl
Contact Name:
Contac{ Ph: Q
E-Mail:
Prop€rty lnfotmauon
p^r*1e. 2lol eL3 -26- o3Z
Legal Description: Lot #Blk #
Job Name:
OwnerNanE: lt^|-
Mailing Address: I
lfor eircet * ConraE@n county assssors ofice 8t 970'32&8640 or
visit www.eaglecounty. us/patie)
Valuations (Labor & Material)
Building $
Plumbing $
Eledrical $
Mechanical $
Tolal E
t5. ooo-
$0.00
)
Worft Class:
New ( ) Addition {
worfi Type:
Interlrr (ef Exterior ( ) Bo$ ( )
Bulldlng Type:
Single-Family ( ) Two-Family ( ) Multi+amily (w'l
Comtnercial { ) Townhome ( ) Other ( )
# & Type of Existing Fir€places: Gas Appliances ( )
cas[6g( ) Wood/Pellet ( ) Wood Buming ( )
* & Tvpe of Propced Fiteplaceg: Gas Appliancas ( )
Gas[6g( ) Wood/Pellet ( ) Wood Buming ( ]
Does a Fire tlarm Exist Yes (/t No( )
Monitored Alarm: Yes f ) No ( )
Does a Fire Sprinkler Syslem Exist: Ves /) tlo (
Date Received
) Remodel (Yt'RePair ( ) Otner (
lns
Jr'c,' 7 lh/l( 6iS
Town of Vail Contragtor Registration No:
\rr/ i- T\'' t' ln\
il ll2008 ii//,-l
'v?\lL
n |E,a, nlnl |.E \!" l.;j rl
IU't(
lnl DEC 01
ljU
TOWN OFESrcoFI
rz,q''n%qYdv \./ 'r | 't
t
The Arraneue0s*Ikffio,
at --r r
Vail Square
PR-A OO2
unit 6551652
Lock-Off Revisions
07 August, 2008
Vail Resorts Development
137 Benchmark Road
Avon, Colorado 81620
4240 Architecture lnc
3003 Larimer Sheet
Denver, Colorado 8020J
0vl
2008
VAIL
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PROPOSAL REQUEST
PRoJEcr: -fhe Arrabelle at Vail Square PRoPoSAL REQUEST No: pR-A 002
owNER Arrabelle at Vail Sqrnre, LLC DATE oF lssuANcE: Arl8ust 7, 2008
137 Benchmark Road coNTMcT DATED
p.O. Box 959 coNrRAcr FoR Construction
Avon. CO 81620
coNTMcToRr ARCHITECT: 4240 Architecture Inc,
PRofcrNo: 20826.01
PAGES I ofz
Please submit an itemized proposal for Contract Documents described herein. Submit proposal within
-_.--lt_
dap, or notifr the
Architect in writing of tle date on which you anticipate submitting your proposal.
THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK
DESCRIBED IN THE PROPOSED MODIFICATIONS.
Reason for Change:
Architectural, mechanical and acoustical revisions have been requested by Vail Resorts in order to provide a level of separation
between Condo 655 and Lock-Off 652 that is consistent with Condo and Lock-Off separations elsewhere in the building.
Description:
Architectural Narrative: (By Tarek Mneimneh/4240)
. See attached architectural documents,
. Hove light switch in Hallway 655.5 | to clear 652.1 lC door.
Fire Alarm / Fire Suppression Engineerine Narrative: (By Steve Rondinelli/BCER)
r Contractor to verifr as-built sprinkler and fire alarm layouts correspond to permitted documents on file with the Town
of Vail.
r The fire alarm must to be reprogrammed so that the fire alarm system registers two separate units vs. a single uniL Unit
655 and Lock€ff 652 are now separate units.
42 I ,(| ARCHIECTURE INC
3o0l Lxim€r street
!
- ^-+1"I:9]91t- ry- q Th6 lnfqmation containsd h thb m€ssag€ b privit€gsd ad confd€nt.l into.rd.d only tor th€ u!9 of [hB indvidlalG) or €ntMi€s) nflEdt 303'292 3t88 f.30r'192 3|13 a#. n ure reaoer ot nF rn€9sage is not the ant nded r,eclpient, you are tn€by notilod hat sny diss€mimtbn, ddf,tuution, Li copylng or
$,vw.,12,t(had tE<ltit€rom til coittrnlcalixt is stridty prDhih.led. f you h€w r€c6i\,€d ihb colnmunicatloat In siror, Cea$e notity
J
424ro^
Attachments:
Architectural Sketches:
ASK's 1616, 1617, I618, 1619, 1620, 1521,1622,a623&1624(gsketches)
Architectural Sketches (lssued for informatlon only - unedited from ..ASl 190" issue, I fune 2006):
(3) Wall types B, f, N, and D/A601 (4 sketches)
Interior DesiSn Sketches (lssued for Information only - unedlted from "ASl 190" lssue, I lune 2005):
Head and famb details l/lD{67 &UlD167 (2 skerches) ,
DoorSchedule: Fordoor.s 652.1lB and 552.1lC (l page)
Mechanicaf Sketch: - 1ryW4cr2^9cl*)
Specifications:
8710 Door Hardware - including Hardware Sets for doorc 552.1 l B & 652.1lC (8 pages)
Specifications (Copied & unedited, from the Arrabelle Proiect Manual, tssue "ASt | 90", I June 2006 )010{5 Cuttingand Patching(dated06.0t.06,ASI t90)
06 | 05 Wood Blocking and Curblng (deted 06.0t.06, ASI ItO)06400 Architecturd Woodwork (datcd 06.0 | .06, ASt | 90)
082 | 6 Stile and Rail Wood Doors (dated 06.0t.06, Ast | 90)9250 Gypsum Board Assemblies (dated 06.0 t.06, ASt | 90)
Data Sheets;
"QuietRock 527" soundproof drywall fr.om Quiet Solutions (l page)
"QuietRock 527" ULC lire test repoft (!4 pages)
Zero International door hardwar.e (4 pages)
PREPARED BY:
REVIEWED BY:
Tarek Mneimneh
Steve Roberts
The information contrainod in this mesega b prMl€g€d srd confid6n6sl interded only fo. tlE us€ of tho indivilual(s) or 6n&ylies) nam€d
abow, It tD arader of this m.36€96 is nol the inbnd€d recipiont, you ar€ h€.sby nodfod that 4y dbs€mlnation, dbtibutlon, or copylng of
lhis communic€lion i9 sticlly prohiblted. It you hat/e |rcahr'ed lhk c4mmunlcslion in eror, please no@ 42{ Architeciur€, lnc. immediatsly.
I
42 | ,{0 ARCHmCTURE INC
3003 La.imer StEcr
Denver. Colondo 80205
t 303.292.3388 t 103.292.3 | t3
www.,fl (hrchiteatlae.com
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LEGEN D
WALL SN'BOL DESCRIPTION L0cAnoN/
PURPOSE
FIRE
RESISTIVE
RATING
FIRE DAMPER
RATING
SMOKE DAMPER
RATING
F|RE DOOR/
SHUTTER RATING
<r{{:FIRE MRRIER SHAFTS 2HR 1.5 HR BUT NOT REQ.
WHERE EXCEPTIONS ARE
ItIEI
CL;{SS tr
250' F*
1.5 HR
---ffi
FIRE BARRIER VERTICAL EX]T ENCLOSURE
CONNECTING 4 STORIES OR
MORE & ADJOINING EXIT
PASSAGEiWAYS; AND ELECTRICAL
ROOMS WITH MORE THAN
-
KVA
2HR NOT ALLOWED DAMPERS NOT
ALLOWED
1.5 HR
(w,/ SMOKE & DRAFT
CONIROL AT
coRRrooRs)
{{{l
FIRE BARRIER \ERTICAL EXIT ENCLOSURE
CONNECTING LESS THAN 4
STORIES & ADJOINING EXTT
PASSAGEWAYS
lHR NOT ALLOWED DAMPERS NOT
ALLOWED
1HR
(U/ SMOKE & DMFT
CONTROL AT
coRRrD0Rs)
ffi
NRE BARRIER GARAGE OCCUPANCY
SEPAMTION AND AIRIUM
ENCLOSURE WALLS
1HR 1.5 HR BUT NOT REQ.
WHERE EKCEPTIONS ARE
MET
NOT REQUIRED 7r HOUR
RRE PARTITION WAI.I-S SEPAMNNG DWELLING
UNITS OR SLEEPING UN]TS
lHR 1.5 HR BUT NOT REQ.
WHERE EXCEPNONS ARE
MET
NOT REQUIRED 7r HOUR
RRE PARTITION R OCCUPANCY CORRTDORS W,/
CORRIDOR OCCUPANT LOAD
GREATER THAN 10
t6 Un 1.5 HR BUT NOT REQ.
WHERE EXCEPTIONS ARE
MET
NOT REQ. WHERE
EXCEPTIONS ARE
MET
20 MtN. v SMOKE &
DRAFT CONTROL
.\r\r\,,\t
FIRE PARTITION A, B, E, M, S OCCUPA}ICY
coRRtDoRs v coRRtDoR
OCCUPANCY LOAD GREAIER
THAN 30
NOT
RAlED
1.5 HR BUT NOT REQ.
WHERE D(CEPTIONS ARE
MET
NOT REQ. WHERE
D(CEPTIONS ARE
MEI
NOT RATED; NO SMOKE
OR DRAFT CONTROL
REQUIRED
NOTES:
* NOT REQUIRED AT PENETMTION OF EXHAUST OR SUPPLY SHAFTS IN PARKING GARAGES THAT ARE SEPAMTED FROM OTHER BUILDING SHAFTS BY
NOT LESS II{AN 2 HR FIRE RESISTANCE RATED CONSTRUCTION.
LO(
RE:
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-r i.E Ue-.R EE F FP r> b-<
=l(!B
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lL)
€(slrtr
(.)
F
PROJECT
TRUE
EGRESS LOAD
AT THIS LEVEL:
REQ. DOORWAY WIDTH
a E" lt tt-t - .t n ntrt -
g
Nt
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a
NORTI{
RTT{
GENERAL NOTE
SEE SHEETS AO2O.1 THROUGH AO28 FOR
OCCUPANCY CI.ASSIFICATIONS AND LOADS
a
t-
6
IFT
U q;*=
3 ;ax;gzE#
=H6uo
EX ITI N G D IAG RAM LTG EN D
)crr-
COMMON PATH OF TRAVEL
MAX LENGTH : 75 FEET FOR ALL
OCCUPANCIES EXCEPT H
MAX LENGTH = 100 FEEI FOR B,F,&S
OCCUPANCIES IN FULLY SPRINKLERED
BUILDINGS
G[-2 SEPAMTE PATHS OF EGRESS TMVEL
TO 2 SEPAMTE EXITS FROM ANY POINT
IN SPACE OR ROOM
WHERE 2 OR MORE EXITS REQUIRED, MA)(
OVERALL DIAGONAL DIMENSION TO
DETERMINE MIN. SEPARATION BETWEEN
EXIT DOORS OR EXII ACCESS DOORWAYS
REQUIRED DISTANCE BENilEEN EXIT DOORS
OR EXIT ACCESS DOORWAYS : NOT LESS
THAN 1/3 OF MAX OVERALL DTAGONAL
DIMENSION FOR FULLY SPRINKLERED
BLDGS
-III
MAX EXIT ACCESS TRAVEL DISTANCE IN
FULLY SPRINKLERED BUILDING NOT TO
EXCEED:
250 FT. FOR A,E,M,R,S_1 OCCUPANCIES
3OO FT. FOR B OCCUPANCY
4OO FT. FOR S_2 OCCUPANCY
NOTE: MAX. TRAVEL DISIANCE SHOWN ON
ANY PARTICUI.AR SHEET IS INTENDED TO
ILLUSTMTE THE LONGEST TMVEL PATH OF
ALL THE ROOMS OR SPACES ON THAT
SHEET.
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2 EXITS REQ. FROM ANY SPACE WITH OCCUPANCY
LOAD GREATER THAN: (5 EXITS REQ. > 500)g
N
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Arc[itEct offurod
44o^_-
Darvcc- Coloredo
The ArraBelle
at Vail Square
Oslct / Dcvclop.i
Vail Resorts
Development Company
Avoa Cololrdo
DRAwING uo, ASK 1618
REFERENCE: AO56D
ISSUE: PR-A oo2
D fE: Oa/O7 /Oa
SCALE: 1 /8'= 1'-0"
DRAWN gY; TM
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DRAWING NO: ASK 1619
REFERENCE: Al9l
ISSUE: PR-A 0O2
DAre oa/o1 /oa
SCALE: 1 /4"= I '-0'
DRAWN BY: TM
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Dcdvli, Col@do
The ArraBelle
at Vail Square
OE.l / Dcrclop..
Veil Resorts
Developmcnt Company
Aroa, Colondo
q
)":ls
4f,
c- lTlo;+>
v7
FIELD RECORDS INDICATE THAT WALLS
B & 82 WERE BUILT AS ''J" TYPE.
GC TO INVESTIGATE AND CONFIRM.
IF THIS IS NOT THE CASE THEN
THE GC TO MODIFY WALLS B & 82
INTO WALL TYPE Z+.
5'-6" 1'-6
2'-6" l2'-O"
GC TO INVESTIGATE AND CONFIRM IF THE
EXISTING WALL SECTION IS BUILT AS TYPE
''N" OR "N3'', IF THIS IS NOT THE CASE
THEN THE GC TO MODIFY IT INTO WALL TYPE 24
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=H 5
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(OSz.I1C) NONE RATED
DOUBTE DOORS, PREVIOUSLY
INSTALLED AS (652.1IN) OOORS
AND TO BE REUSED FOR'652.11C
(REFER TO SPECIFIED HARDWARE
sn AND DooR scHrouu)
ADuUSTABLE SEALING SYSTEM (45 MIN)
BFI,OND, HFAD AND JAMB APPLIED,
BY zERo TNTERNATIoNAL #770D
(6_52.1 1BJ 45 MIN RATED D00R,
RE: D00R SCHEDULE
AUTOMATIC
BY ZERO I
D00R.. (MoRTtSED),
NAL #J69A
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WOOD STOP
WITH HIAD
TO BE FLUSH
COORDINATORCONTINUE STAIN ALL
AROUND WOOD CASES SIDE
NEW WALL, TYPE "82,, WITH
ACOUSTICAL INSULATION
WOOD TRIM, REUSE EXISTING
FROM ADJACENT DOOR
SHIM
ADJUSTABLE SEALING SYSTEM,
BY ZER0 INTERNAT|0NAL #77700
MTTAL PI-ATE COVER, MUST
MATCH HARDWARE FINISH
REFER TO MANUFACTURE
SPECIFICATIONS FOR DIMENSION
(652.1lc) NoNE RATED DoUBLE DooRS,
PREVIOUSLY INSTALLED AS (652.118)
DOORS AND REUSED FOR'652.11C
(RIFER T0 SPECTFTED HARDWART SEr
AND DOOR SCHEDULE)
EXISTING 1HR ,'J"
WALL
EXISTING WOOD TRIM
EXISTING SMOKE SFAL
(RE: 1/lDa67)
ADHESIVE APPLIED SEAL (RE: SPECS.)
COORDINAT0R (RE: SPECS.)
Nrw 45 MtN RATED D00R (652.118) ,(nrrrn To sPEctFtED HARDWARE sn-
AND D00R SCHEDULE)
ADJUSTABLE SEALING SYSTEM (45 MIN).
JAMB APPLIED, BY ZERO
INTERNAT|0NAL #770D
REFER TO MANUFACTURE
SPECIFICATIONS FOR DIMENSIONS
NEW WOOD CASE, SPECIES AND
STAIN MUST MATCH EXISTING
1x W00D TRIM, SPECIES AND STAIN
MUST MATCH EXISTING DOOR FMMES
WOOD STOP TO BE FLUSH II/ITH
ADJUSTABLE SEALING HARDWARE.
SPECIES AND STAIN MUST MATCH
EXISTING
vqaN
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EXISTING WALL
WOOD TRIM, REUSE
EXISTING FROM
ADJACENT DOOR
45 MIN RATED DOUBLE DOORS,
(REFER T0 SPIC|F|ED HARDWARE SEr
AND D00R SCHEDULE)
EXISTING WOOD TRIM
ADJUSTABLE SEALING SYSTEM (45 MIN).
HEAD AND JAMB APPLIED, BY ZERO
TNTERNATToNAL #7700
NEW WOOD CASE, SPECIES AND
STAIN MUST MATCH EXISTING
EXISTING SMOKE SEAL. RE: 2/1D467
FOR 45 MIN DOOR DN-AIL
EXISTING 1HR I'' WALL
1x W00D TRIM, SPECIES AND STAIN
MUST MATCH EXISTING DOOR FRAME
NEW WALL, TYPE ,'82,'
WITH ACOUSTICAL INSULATION
NEW WOOD CASE, SPECIES AND STAIN
MUST MATCH EXISTING
WOOD STOP TO BE FLUSHED WITH
ADJUSTABLE SEALING HARDWARE.
SPECIES AND STAIN MUST MATCH
EXISTING
METAL PI.ATE COVER, MUST
MATCH HARDWARE FINISH
ADJUSTABLE SEALING SYSTEM,
zER0 INTERNATI0NAL #7770D
WOOD TRIM, REUSE EXISTING
FROM OPPOSIIE DOOR
(6s2.1lC) NONE MTED DOUBLE D00RS,
PREVIOUSLY INSTALLED AS (652.118)
DOORS, TO BE REUSED FOR 652.11C
(REFER T0 SPEC|F|ED HARDWARE Sft-
AND DOOR SCHEDULE)
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NAl€
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SEE MANUFACTURE
SPECIFICATIONS
FOR DIMS.It
ADJUSTABLE SURFACE ASTRAGAL
WITH BOTH DOORS ACTIVE,
BY zERO INTERNATIONAI- #sso.
INSTALLED AT OPPOSITE SIDES OF
ROOMS
DO 6 S
A!.hi!.d of Rcsrd44o
--
D6vEr, Colot.do
The ArraBelle
at Vail Square
Owaa / Dcvdopa
VaiI Resorts
Development Company
ATt'6, Colondo
DRAimNc no;ASK 1623
A50t
PR.A WIglqrl8
f;.1'-dil
RFENflCA
Eqretf,lE
$ALEmAf, m
'IIT EEAII
UL DESIGN NO.
UL DESIGN NO.
HtY-D-0042
HW-D-0049
CEIIING SECIION
SUSPENDED CEIUNG UVHERE
tT occuRs
5rl8' QuietRock 527
ACOUSIICAL INSUI.ATION
FU)OR STECIION 5/E' TYPE 1(', GWB
6' METAL SruDS
ACOUSflOqL SEAI.ANT
ACOUSTIGAL INSULATION
6, METAL SruDS
PIIN
WALI TYPE 1HR
5,/8' TYPE A' GWB
5rl8' QuietRock 527
qnD
ww
Achitcct ofRcod
4240/
-
Dcdvcr, Colordo
The ArraBelle
at Vail Square
Owocr / Dcvclopcr
Vail Resorts
Development Company
AYoo. Coloiido
ASK 1624
&!
PR-A ffil8/wlE
1 1/f-1'4'
DRAWII{G N(}
RFInOICE
F! JE
DAIE
sc Le
DRAfl EN
TAJ.L trEAI}
N.OOR SESIION
INSUISTION
/ROOF
ASSEMBLY
STICAL SFILANT
UNG RUNNER
SUSPENDED CEIUNG
WHERE IT OCCURRED
ACOUSTICAL INSU|jTION
3 5/8'MErAL STUDS
5/E" GWB 0R MOTSTURE
RESISTANT FOR WET
WALLS (DENS-SHTELD.)
ACOUSTICAL SEAI-ANT
ACOUSTICAL INSULq"NON
3 5/8" MErAL STUDS
-l I:I\lc'| 'rr
I---t
*=q:
q-l%'dzu' .,\,L
PI,AN
{p - A r,oZ.
t!6f : A6o*ofr iallos
rAJ,t SETD
UL DESIGN NO.
CONFIGURATION
HW-D-0061
'A'
\*ooR/RooF ASSEMBLY
OEFLECTION TRACK
VAPOR. BARRTER W^2 WALL
CEILING WHERE
INSUT.ATION
"
!:i,i,::1,,.
(2) 5/8" rrPE "x" GwE
EACH SIDE, THE ADDTIONAL
I.AYER FOR SOUND
ATTINUATION OR MOISTURE
RESISTANT FOR WET WALLS
(DENS-SHTELD.)
3 S/A" MTTAL STUDS
AT H-3 CONDmON 5/S"
"QurEr RocK Q-525"
SOUNDPROOF DRYT{ALL
ACOUSTICAL SEAI.ANT
ACOUSTICAL INSULATION
3 5/8" MErAL STUDS
MFTAL STUD BRACING-- , -J.:- -1r Irl
,i-',,.1;t:i:i
CEIIJNG SECTION
FINISH WHERE IT
occuRs
FLOOR SECTION
VAPoR BARRTER W/J2 W
(2) 5/8" rrPE
FJCH SIDE, THE
LYRE FOR SOU
ATTENUATION
l{rl
-tl.
i""?'F--'A {:c'z-
i::{+ . fii;'t;';Y ..,: {.- .J /, . !"1I j!,! t-t : a1-/_: t
SPA
TREATIIENT BOOIi
CONBIDOR
TAIJ, HETD
CEUJNG SECNON
roP RUUNER
,lw#t
SPA
IBEAIIIENT ROOU
UNrI
FIOOR,/ROOF ASSEMBLY
CEIUNG
OCCURS
rcOUST1CAL INSUIAI1ON
s/8" GwB
5/8" cWB OR MOTSTURE
RESISTANT FOR $/ET WALL
(DENS-SHrErD.)
1/2" RESIUENT CHANNEL
3 5/8' MErAL SfUDS
ACOUSTICAL SEAI-ANT
ACOUSTICAL INSUI.AIION
3 5/8" METAL STUDS
5/8" owB
FlooR sEcnoN
1/2"
s/8'
RESILIENT CHANNEL
GWB
NOTE
RE: SPECS.
REPORT WALL
?p..-A anr-
E6F: Aqaa ,:n{o11"6
fg-e @z
Wf ^. AboL {aal"1 f r,a)
&
''.$_r
a" &P. BD., PATNT, TYP.
0" r{bM. METAL STUD^RACK
WOOD BUCK
WOOD CASE, SEE 10465
RRE RESISTANT SHIM MATERIAL
HR FIRE RAIED SEALANT
4" FIRE RESISTANT MDF
WOOD CASE TO MATCH TRIM
S88 SMOKE SEAL
WOOD STOP TO MATCH 1RIM
1 HR. FIRE RATED DOOR
IRIM BEYOND
DOOR TYPI AA &
BB, 45 MIN.
f'W"A Pot-
"af"t foaveg .. *p 4b7
5/8" GrP. BD,, PATNT, TYP.
6" NOM. METALqTD^RACK
ry,Iudb
-, "rogi. '\/ qv.t t
*fo%J/q, v
ivodhcnsE To MATcH rRrM
.'31&*d.**'
/-',.\\.,**" 3'
d.- , "fts*.
'\l,,
' FIRE RESISTANT MDF
BUCK
WOOD STOP TO MATCH TRIM
RESISTANT SHIM MATERIAL
SMOKE SEAL
FIRE RA1ED SEALANT
1 HR. FIRE RATED DOOR
WOOD CASE, SEE 10465
DOOR TYPT AA &
BB, 45 MIN.
?V- h ua?'-
W,-I;Q 4ta1 "a{''t{*
lm
iJ
-€
p
I
Et!
*6
,g
g
EI
H
U
?
g
1
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tmiecuE
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usK e8g
IlIGDfr-Aaoawwrfrf
.tt.hrt.{i ol R(ord
4240_.-
Denver, C.olordo
Mf P Engioccrr YEC?L\}iIr:A|
Caror, Ruma and Associares,
Dcnvcr, Colorrdo
The ArraBelle
at Vail Square
Oqmcr / ltevclopcr
!eilResons
I)evclop me nt Company
A!o|1, (;,lor rdo
sEcTroN 01045
CUTTING AND PATCHING
PARTT GENERAL
I.OI SECTION INCLUDES
A. Requirements and limitations for cutting and patching of Work.
l. Cutting and patching incidental to Work of the Section.2. Advance notification to other Sections ofopenings required in Work ofthose Sections.
3. Limitations bn cutting sfiuchral mernben.
I.O2 SUBMITTALS
A. Submit written request in advance ofcutting or alteration that affects:
l. Sfructunl integrity ofany elearent of Project.2. Integrityofweather-exposedormoisture-resistantelement3. Efficiency, maintenance, or safety of any operational element.4. Visual qualities of sight exposed elements.5, Work of Owner or separate Contractor.
B. Include in Request:
l. IdeatificationofProject
2. l,ocation and description of affected Work.3. Necessity for cutting or alteration.4. Description ofproposed Wor{< and products to be used.5. Alternatives to cutting and patching.6. Effect on Work of Ou'ner or separate Contactor.
7 . Wriuen permission of affected separate Contractor.8. Date and time work will be executed.
I.O3 PROJECTCONDITIONS
A. Employ skilled and experienced installers to perfonn cutting ard patching.
B. Execute cutthg fitting and patching, including excavation and fill, to complete Work and to:
l. Fit the several parts together, to integrate with other Work.2. Uncover Work to install or correct ill-timed Work.3. Remove and replace defective and non'confomring Work4. Remove sanrples of installed Work for testing.5. Provide openings in elements of Work for penetrations of mechanical and electrical
Work.
C. Identif, hazardous zubstances or conditions exposed during the Work to the Owner and
Architect/Engineer for decision or remedy.
PART2 PRODUCTS
2.O7 MATERIALS
Cuttlng and Patching
ASt 190
The ArnBelle rt Vail Square
Vall €oloredo
I June 2006
01045 - I
A. Primary Products: Those required for original installation.
B. Product Substitution: For any proposed change in materials, submit request for substitution as
specified in Section 01600 - Material and Equiprnent.
PART3 EXECUTION
3.OI EXAMINATION
A. Examine existing conditions prior to connencing Work" including elements subject to damage or
movemant during cutting and patching.
B. After uncovering existing Work, assess coqrditions affecting performance of Work.
C. Beginning ofcutting or patching means Contractor's acceptance ofexisting conditions.
3.O2 PREPARATION
A. No cutting, drilling or modifuing of structural system shall take place without review by the
Structural Engineer.
B. Provide temporary supports to ensure stuctural integrity of the Work. Provide devices and
methods to protect other portions of Project from damage.
C. Provide protection fiom elenents for areas that may be exposed by uncovering Work.
D. Maintain excavations fiee of water.
3.03 CUTTING
A. Execute work by methods to avoid damage to other Worh and which will provide proper surfaces
to receive palching and finishing.
B. Uncover Work to install improperly sequenced Work.
C. Remove defective or non-conforming Work in a nuoner to minimize damage and to provide
means ofrestoring products and finishes to original condition,
D. Remove samples of installed Work for testing, when requested-
E. Provide openings in Work for penehation of mechanical and electrical Work.
F. Employ skilled and experienced laborer to perform cutting for weather-exposed" moisture-resistant
elements and sight exposed surfaces.
G. Cut rigid materials using appropriate saw or drill. Pneumatic tools are not allowed without prior
approval.
3.04 PATCHING
A. Execute patching to complement adjacent Work.
B. Fit products together to integra.te with other Work.
C. Execute Work by methods to avoid darrmge to other Work, and which will provide appropriate
01045 - 2Cutting and Patching
ASt 190
The ArraBelle at Vail Square
Vail, Colorado
l June 2006
surfaces to receive patching and finishing.
D. Employ original installer to perform parching for weather-exposed, moisture-resistant elements
and sight exposed surfaces, wherever possible.
E. Restore Work with new products in accordance with requirements of Contract Documents.
F. Fit Work air tight to pipes, sleeves, ducts, conduit and other penetrations tluough swfaces.
G. Maintain integrity of wall, ceiling, or floor consfiuction; completely seal voids.
H. At penetrations of fire-rated walls, partitions, ceiling, or floor constuction, completely seal voids
with fire-rated material in accordance with the Drawings and Section 07840 - Firestopping, to fu[
thickness of penetrated element.
I. When new Work abuts or aligns with exisring, provide a smooth and even tansition. Patch Work
to match existing adjacent Work. Refinish surfaces to match adjacent finish for a uniform
appearance. For continuous surfaces, refinish to nearest intersection or natural break. For an
assembly, refinish entire unit.
l. Where a uniform transition in appearance could not be achieved, submit recommendation
for providing a smooth mnsition to Architect/Engineer for review and acceptance.
END OF'SECTION
Cutting end Patching
ASt r90
The ArraBelle at ValI Square
Vait Colorado
l June 2006
01045 - 3
sEcrIoN 06105
WOOD BLOCKING AND CURBING
PART1 GENERAL
I.OI SECTION INCLUDES
A. The Work includes, but is not limited to the following:
l. Roofcurbs, cants and nailers.2. Wood blocking af roof openings.3. Wood blocking and shimming ar wall openings.4. Wood blocking and plywood backing as pemritted by building code for support of wall-
hung items.
5. Telephone panel board.
I.O2 RELATED SECTIONS
A. Section 05400 - Cold-Fomred Mctal Framing: Btocking and shimming for wall openings.
B. Section 06400 - Architectural Woodwork: Backing in ihe wall.
C. Section 06410 - Custom Casework: Backing in the wall.
D. Section 07320 - Roof Tiles: Nailers and battens for mof tiles.
E. Section 081 l0 - Standard Steel Doors and Frames: Blocking and shimming for door openings.
F. Section 08212 - Stile and Rail Wood Doon: Blocking and shimming for door openings.
G. Section 08552 - Clad Wood Windows and Doors: Blocking and shimming for window op€nings.
H. Sectiou 09260 - Gypsum Board Assemblies: Blocking and backing for wall framed openings and
wall-hung systems.
I. Section 10160 - Metal Toilet Compartments: Blocking and shimming for wall-hung components.
J. Section 10210 - Fixed Metal Wall louvers: Blocking and shimming for louver openings.
K Section 10800 - Toilet and Bath Accessories: Backing in the wall.
L. Division 15 - Mechanical: Backing for wall-mounted plumbing fixtures.
M. Division 16 - Electical: Backing for wall-mounted lighting fixtues.
I,O3 REFERENCES
A. ALSC (American Lumber Staudards Committee) - Softwood Lumber Standards.
B. ANSI A208.1 - Mat-Formed Wood Particleboard.
C. ASTM E84 - Surface Burning Characteristics of Building Materials.
D. AWPA (American Wood Preservers Association) Cl - All Timber Products - Preservative
Treabnent by Pressure Process.
Wood Blocking rDd Curbing
ASI 190
The ArreBelle at Vall Squere
Vail, Colorado
I June 2006
06r0s - 1
E. AWPA (Arnerican Wood Preservers Association) C20 - Structural Lumber Fire Retardant
Treatment by hessure Process,
F. NFPA (National Forest Products Association).
G. RIS @edwood Inspection Sewice).
H. SPIB (Southem Pine Inspection Bureau).
I. WCLIB (West Coast Lumber Inspection Bureau).
J. WWPA (Westem Wood Products Association).
I.O4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide tecbnical data on fire-retardant and wood presewative materials, and
application inshuctions.
1.05 QUALITYASSURANCE
A. Perform Work in accordance with the following agencies:
l. Lumber Grading Agency: Certified by ALCS.2. Plywood Grading Agency: Certified by APA.3. Firc-Retardant Trcatment: Bearing UL Classification. Untreated wood blocking may not
be used. even when concealed within wall construction.
I.06 SEQUENCING
A. Coordinate work under provisions of Section 01O40.
B. Coordinate Work with installation of wall hung products and wall and roof openings.
PART2 PRODUCTS
2.OI MATERIALS
A Lumber Framing (non-stuctural): NLCA, WCLIB or WWPA, No. 2 grade Fir, Hem fir or
Douglas fn with 60lo maximum moisture cont€nt.
B. Wood Blocking: No. 3 grade Fir or Hem fir with 67o maximum moisture content.
C. Plywood: APA Rated Sheathing Grade, Exposure l, Group I or 2 species, 3/4 inch thick.
2.02 ACCESSORIES
A. Fasteners: Hotdipped galvanized steel for high humidity and reated wood locations.
B. Aachors: Toggle bolt type for anchorage to hollow masrotrry. Expansion shield and lag bolt type
for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorag€s to steel.
2.O3 WOODTREATMENT
Wood Blocking and Curbing
ASI 190
The ArnBelle at Vail Square
Vail, Colorado
1 June 2006
06105 - 2
A. Fire-Retardant Treatnent (FR-S Type):
l. Where fire-retardant or "non-combustible" lumber is specified required by Code, or
otherwise indicated, cofiply with AWPA C20 for pressure impregnation with fire-
retardant chemicals to achieve a Class A fire-rating with a flame spr€ad and smoke
developed value of25 or less, when tested in accordance with ASTM E84.
2. Acceptable Manufacturers and Products:
a. Hickson Coqporation, "Dricon."
b. Osmose Wood Preserving, "Flame Proof LHC-HTT".
c. Hoover Treated Wood Products, "Pyro-Guard".d. Substitutions: Under provision of Section 01630.
B. Wood Preservative Treatrrent (PT Type):
l. Pressure Treafinent: AWPA Treatnent Cl using water bome preservative with 0.25Vo
retainage.
2. Surface Application: Clear colored, type as recommended by preservative Manufacturer.
C. Provide identification on fire-retardant treated material.
D. Apply fire-retardant treatrnent to materials specified in this Section.
E. Kiln dry wood after pressure treatment to maximum 60lo moisture content.
PART3 EXECUTION
3.OI FRAMING
A. Set members level and plumb, in correct position.
B. Place horizontal members, crown side up.
C. Construct curb members of single pieces.
D. Space framing and firrring 16 inches on center unless noted otherwise.
E. Curb roof openings except where prefabricated curbs are provided. Form comers by alternating
Iapping side members.
F. Coordinate installation of curbing with installation of decking and support of deck openings, and
roofi ng vapor retardant.
G. Coordinale installation of wood blocking and backing as required to adequaGly support various
wall and ceiling mounted devices. Coordinate locations with Drawings.
3.02 SITE APPLIED WOOD TREATMENT
A. Apply preservative featment in accordance with Manufachfe!'s instructions.
B. Brush apply two ooats of preservative treatrrent on wood in contact with cementitious materials
roofing and related metal flashing and grade.
C. Apply fue retardant treatment to site-sawn cuts in accordance to manufacturer's instructions.
Wood Blocking and Curbing
ASI I9O
The ArraBelle rt Vail Square
Vait Colorado
I June 2006
06105 - 3
D. Allow preservative dd ftc ftfddmt toatmentr to dry prim !o erecting members,
ENI}OFSECTION
Wood Blocltug ud Curblng (t61ct - 4 The Arr*Bclh rt Vell Equre
ASI 190 Vnfl,Colonrdo
t Jnnc 2006
sEcTroN 06400
ARCHITTCTURAL WOODWORK
PARTI GENENAL
I.OI SECTIONINCLUDES
A. The Work includes, but is not limited to rhe following:
l. Fabrication ard instatlation ofatl silop -fabricated woodwork such as:a) Door and window frames, and trims.
b) Window sills.
c) Base, chair rail and crown mould.d) Railing compononts and systems.e) Opcn shclving for closets, etc. €xcept tlrcse defincd as casework.
0 Mirror fiare.
d QrstomGrills.
h) Wall paneling.
i) PublicToilet room partitions.j) Exbrior window shuners and hardware.k) Exterior planter boxes.l) Exterior wood trallis workm) BAerlor wood corbets and brackas
n) Ertefiot wood trim.2. Attachment accessories incorporated into linish carpentry.3. Finishing of shop finished items.4. Priming of items to be field pairrtcd.
5. Preparation oJ items for JieIil siaining.
I.O2 REI-ATEDS}:CTIONS
A. Section 06105 - Wood Blockiog and Curbing: Blocking and backing in the wall.
B. Section 081 l0 - Steel Doors and Frames: Wood frame and trirn.
C. Seclion 08212 - Stile and Rail Wood Doors: Wood frame and trim.
D. Section 08410 - Aluminum Entrances and Storefronts: Wood frarue and rinr.
E. Section 08610 - Clad Wood Wirrdows and Doors: Wood frame. sill and trirn.
F. Section 09250 * Gypsum Board Assemblies.
C. Section 09900 - Painting: Painting and lurisbing offinish and exteior calpcntry items.
H. Division 15 - Mecbanical: Coordinatiolr of custorn grills.
I. Dvision | 6 - Electrical: Placement of electrical devices in wood parrling,
I.O3 REFERENCFS
A. ANSI A135.4 -. Basic Hardboard.
B. ANSI 4208.1 * Matformed Wood Particleboard.
Architectural TVoodwork
ASI 190
The ArraBcllc at Vail Sqnnrc
Vril, Colorado
I June 2006
06400 - I
C. APAIEWA PS I - Voluntary Product Standard for Construction and Industrial Plywood.
D. ASTM E84 - Surface Burning Characteristics ofBuitding Materials.
E, AWI - Arcbilectural Woodwork Quality Standards.
F. AWPA (Arnerican Wood Preserrrc.rs AssociatiorD Cl - All Timber Produols - Prcservative Trcatment
by Pressure Processes.
G. FS A-4.-1936 - Adhesivg Contact, Nmpreni Rubber.
H. ITPVA HP- l - American National Standards for Hardwood and Decorative Plywood-
L NIST PS I - Construstion and Industrial plywood.
J. NIST PS 20 - American.Softwood hnnber Standard.
I.O4 SIJBMITTAI-S
A. Submit under provisions ofScction 01300.
B. Shop Dmwings: Indicate materials, component profilc4 fastening methods, jointirg dclaits and
accessories, to a minimum scale of l-l/2" = l'-0".
C. Samples: Submit four sanrples of cach wood species and profile, 6 inches long, itlustaling each
wood grain and specified finish.
1.05 QUALTTYASSURANCE
A All Wolk shall be manufactured and installed accordiug to AWI Architectuml Woodwork Quality
Standards, Premium grade quality.
B. Preservative Treated Producb: Identi$ by AWPA quality mark.
I,06 QUALIFICATION
A. Fabricator and Installer: Company specializing in manufachrring and installatiol of the pmducts
specified in this Section with a mininrum of five )cars ofdocumented €r(peri€nce.
l. Work of this Section can be performed by different sources, pending the expertisq
however, each typc/group of Work shall be by one Fabdcator.
B. Installer shall be hired by Fabricator for "one-source" responsibility.
1.07 MOCKtt!
A. Provide mockup under provisions of Section 01400.
B. Fabricate one finished full size of every ,shopassernbled item and of each surface finish and
configumtion.
1.08 REOULATORYREQUTREMEN'rS
A Conform to applicable Code for fireratcd requir€melts.
Architectuml Woodwork 06400 - 2 Thc ArraBelle rt Vell Square
ASI 190 Vail, Colorado
I June 2006
I.O9 DEUVERY, STORAGE, AND HANDLING
A. Deliver, slore, protect and handle Products to site undex provisions of Section 01600.
B. Do not deliver millwork until rryet comtruction work is completed, buitding is fully closed iq and
ambient temperature and relative humidity has bcen stabilized.
C. Stote millwork in the spacc for a minimum period of 14 days to allow Products to acclimate before
installation.
D. Protect Products from nroisture damage.
I.1O PROJECT/STTECONDITIONS
A. Provide permanent heat, light, End ventilation prior to dcliwry.
B. Maintain minirnum room temperature 65 degrcos F and retativc humidity lcvel of 20 - 30% for period
of thrce days prior to delivery of materials during and after installation.
1,II COORDINATION
A, Coordinate Work under provisions of Section 01040.
B. Coordinate finishes between diffcrent Fabricators.
C. Coordinate Wolk with plumbing and electrical rough in, and installation of associated and adjacent
componenls.
PART2 PRODUCTS
2.OI LUMBERMATERIALS
A. Softwood Lurnber: NIST PS 20; graded in accordance wilh AWl Prenrium rcquircments, maximum
moistule colteu.t of 6%; rnaterial and finish as speoified at end of this Section.
B. Hardwood Lumber: NIST PS20; graded in accordance wilh AWI Premium rcquirements, maximum
moislurc conlent of 6%; material and finish as specified at end of this Section.
2.O2 SHEETMATERIAIS
A. Softwood Plyrvood: APA/EWA PS l; graded in accordance with AWI Prernium requircments, core
materials ofvencer lumber; veneer nraterial and finish as specified at end ofthis Section.
B. Hardwood Plyrvood: APA/EWA PS l;gmded in accordance with AWI requireurenls, core materials
ofveneer lumber; veneer material and finish as specjlied at end of this Sectiorl
C. Wood Particleboard: ANSI 4208.1, Type I; composed of agriculture waste, posl-consumer $rste
fiber, or recovered wood fiber, of mediunr density, nude with water resistant adhesive; of grade to
suit application; sanded faces. Use of formaldehyde is NOT allowed.
. 2.03 ACCESSOR]ES
A. Fa^stcners: Type and .size as required by conditions of use, plain steel or aluminum for interior use,
Architectrrral Woodwork 06400 - 3 The ArraBelle at Vail Square
ASI 190 Vail, Colorado
I June 2006
hot-dip galvanized steel for exterior use; a\cept at treated lumber where galvanized and paintcd shall
be rcquired, whether interior or exterior.
B. Concealed Joint Fasteners: Threaded steel.
C. Adhesive: Solvent release type, compatible with substrato materials and as recomrnended by adhesi.re
manufacturer,
D. llmber for Shimming and Blocking: As specified in Section 06105.
E. Priren Type as recommended for applied finishes.
F. Wood Filler Tinted to match surface finish cotoq, type as recomrnerrded for applied finishes.
G. Shutter Hardware: Custom wrought iron hinge and hold open device.
H. Toilet Room P rt't'on'
L Hardywre: Refer to Interior Deslgn Manual.
2. Glass: Refer to Interior Design Manual.
3. Grill: Refer to Interior Dwtgt Manual.
2,04 WOODTREATMENT
A. Fire-Retardant Treatme t (F-R-S Type): Chemically treated and prcssure imprcgnated; capable of
achieving a Class A fire-rating with a flame spread and smoke developed rating of 25 or less wlrcn
tested in accordarrce with ASTM E84.
C. Wood Praservative Treatment (PT Type):
l. Pres$x€ 'l'realment: AWPA'l-realnelt Cl using water-bonre presenative with 0.25 lbJcu
{l retention.
2. Surface Application: Clear colored, type as rccommended by presawative Manufacturer.
C. Provide UL approved iderrtification on fire-rctardant reated material.
D. Deliver firc-relardant trcated materials cut to required sizos; urininrizc field cutthrg.
E. Kiln dry wood after prcssulr treatlnenl to lnaxinrum 60lo moisture conlerrt.
2.05 FABRICATION
A. Fabricate as per AWI Qualiry Srandards, Premium grade quality.
B. Before proceeding with purchasing or fabricating Work in this Section, obtain appr-ovals for all
Shop Dmwings.
C. Shop-assernble Work for delivery to site, pennitting passage through buildirrg openings.
D. Shop-prepare and identify cornponents for grain matching during site erection.
E. When neccssary to cut and fit on site, provide matcrials with ample allorvance for cutting. Provide
trinr for scribiug and site culting.
F. As work proceeds, cull out all material that does not comply with grades specified or saurplcs
Architecturnl Woodwork 06400 - 4 The ArraBelle at Vall Square
ASI 190 Vail, Colorrdo
1 June 2006
approved.
*lffiTd
plywood shall be edge banded with rnatching veneer unless otherwise sftown on
2,06 SHOP FINISHINGa
" I A. Sand work smooth and set exposed nails and scrcws.
t. B. Apply wood filler in exposed nail and screw indentations.
1. On items receiving transparent linishe$, use wood filler which matches surounding
surfaces and of types recomnrcndcd for applied finishes.
C. Finish exposed to view and semi-concealed s:rfaces as per Section 09900, unless otherwise a
different finish is scheduled at end of this Secrion.
PART3 EXECUTION
3.OI EXAMINATIONANDPREPARAI]ON
A. Verify and confinn slructural adequacy ofblocking, backing and support framing.
B. Verify mcchatdcal, electrical, and building items aifecting Work of this Seotiou are placed and ready
to receirre this Work.
C. Fill and/or correct all pressure treatrnent marks as recommended for finishing.
}.02 INSTALI..A.TION
A. General:
l. htsull Work iu accordance with AWI Quality Standards, Premium grade quality.
2. Set and secure rnaterials and components hr place; lrue, plumb and level.3. Miter comers and end joints in standing and rumling trim, rmless notfd or indicated
otlrerwise.4. C:refully scribe Work to adjaccnt construction wilh nraximum 1/32 inch gaps. Do not
uso additional olerlay trim to conceal larger gaps.
5. Faslen in.concealsd locations wherever possible.
6. (buntersink exposed fasteners. Apply wood filler in exposed fastener indentations; sand
Work smoofi.
7 . Before installation, prirne paint surfaces of items or asmmblies 10 bc in contact with
ccmcntitious nralerials.
8. Field Fiuirg:
a. Cut to fit and carefirlly scribe.b. Where wotk abuts other finished surfaces, scribe and cut for accurate fit.
c. Do not use overlay trim pieces to coverjoints.
B. Standing and Rulning Trim:
l. lnstall trim and rnolding in unjointcd lengtlrs for operings and for runs less than
maximunr length of lumber available. I;or longer runs u$e uxinlum lcngth oflumber
available and minimum number ofjoints.2. Staggerjoints in adjacenl menrbers.
Architectursl Woodwork 06400 - 5 The ArreBelle at Vall Square
ASI 190 Vail, Colorado
1 Junc 2006
\
3. Cope moldings at retums and miter at comers.4. Attachment:
a. Provide Fabricator's standard concealed fasleners.
b, Provide for thermal and building movennnts.c. Use finishing nails where exposed nails are required, set nail heads, and fill.
C. Paneling:
l. Set aud seoure horizontal grounds across substratc, rigid pfumb, and square.2. Shim as requircd with concealed shim$ to ensure straight, flush, plumb and lcvel panol
installation.
3. Imtall panels in sequence using full width panels in field and adjusting.
4. Attachfient:
a. Provide Fabricator's standard concealed fasteners.b. Provide for thennal and building movements.c. Blind nail wlrere possible. Use finishing nails where exposed nails are requircd,
set nail heads, and fill.d. Provide bolts with blind fasteners at Fabricator's recommended spacing.
D. Planter Boxes:
l. Fabricate planter boxes using "general installation" me rod.2- Install galvanized sheet metal pan fonned and welded to size ofthe *box", attach l/2 inch
diametor galvanized pipe at the bottom for drain.
3.03 ERECTIONTOLERANCES
A. Maxinrunr Variation from Level or Plurnb: l/32 inch cvery 3 feet, non-cunulative or l/8 inch per 10
fect, whichever is [ess.
B. Maxinrum Variation fronr True Position: l/[6 inch.
C, Maximum Offset frorn True Alignrnen( with Abutting Materials: l/32 inch.
D. Joint Gap with Same Abuttiug Materials: "Hairline joint".
E. Joint Cap with Dissirnilar Abutting Materials: l/16 inch, variarion is NOT allorved
3.04 PROTECTIONANDCLOSEOUT
A. Protect all firished Work from damage before, during aud after installation. Replace arry Work thal is
darnagcd beyond repair.
B. At Project closeout, check all trim for defects. Touch up surfaces that have beeo marred during
constnction. Use only workers skilled in touch-up work or who werc the original finishers. Use
only materials that are compatible with the finish.
C. Rewod< joints that have opeued during course ofProject. Ifjoints ate larger than l/16 inch replace
the piece for a tighl aud uniform joiut.
3.05 SCHEDULE
A. Exrcrior:
I . Wood Species: Western red cedar.
2. Grade: Premium.
Architectural \Yoodwork 06400 - 6 The ArraBelle at Vall Square
ASI I90 Vail, Colomdo
I June 2006
i
\
3. Texture: Surfaccd rll gidcs.
4. Finish: Refcr to Drawings.
B. Interior:
l. Rcfer to Interior Desiglr Manual
C Shatat Hardwarc:
I. $wdatul ehatirlr huthwre selection cat sheea (PaSe 0640fu 08 to 06100-18.)
D. Wiadon Bu Bracka:.
t, Wmught bonwindow box brrckets cat shaa (PaSe A6400-19),
END OFSECTION
Architcctural Woodwork
ASI t90
The ArrrBelle at Vall Squrrc
Va[ Colorado
1Jntte2006
064m - 7
Timberlane Wood Shutters
Hardsr nr& iii"yfes
TIEBACKS
Shutter.tie:backs, or'shuttsr do$" as the! are
sometimes callcl, ore used to keep shutters in their open
po6itiotr and lirmly agrlnst the houee. Slruter ilogs se*e
a functionnl purpose and also offcr tle opportDnlty to
add a urfque ard tectural appeal to your home - all the
while cornplementing your shutter6.
Timberlane hand-Forged tie-backs arc sold by the pair
and are left and rlght spocilic In most cases, Tie-backs
are rvailable in thrce diftrent mountitg option$: lag
mourt, phte rnoBrt and slll rnount.
Tie-Backs
Itern *
3s8o1{pictured)
35Bo2
35803
Itdn *
g6oor (pictuttd)
g6002
36003
Mount
lag
Plaie
s l
Page I of?
$o0.s5l
. An.uua us
oi Dff,
tJilnItlSARI
st!op Fot H.A.s.DlirA st Nov GGT'tNG $I:AITED rr[[attJtttNc & lNsTAr,r.$.ic
litY.fR
There aro 0 ilemr qntucd
forlqlT$|otc rcqflmt
FrEim i*-NE
Archltectural Woodwork
ASI 190
a,Eq%ffi
E-l
tag Mount Ptde
f,F- ttil g r
'
gi Mollnt
Mount
IJC
Plate
sill
The ArraBelle at Vail Square
Vail' Colorado
I June 2006
Pricc
$4o
$52
$sB
BuyN.
A.ld To
Add To
Add To
Prlc"e
$96
s44
s5a
Bny I
Add r
Add 1tiuo,
|lJNGSS'PIT'TgLS
$r,lDE ROL'rS &
.i HltTTaI t0ctrs
rrlSc rir. r,AN n0 tr 9
Hand Forged $hutterrw
EA-m
ll^tns
-t
Soldler
6-7tr"
(Sold per pair)
$|tr
R
'T
Beacon llill
5-rlNn
(Sold per pair)
06400 - 8
Timberlane Wood Shuaer Hardware: Hingesff intels
-s ll
Poge I of 10
lterc are 0 cnu quorcd
br)'onr qnotc I!$(xt
@ rslsl
Architecturd Wooilwork
AsI r90
0€
Hirtge
offsct
o
ncarry D[tY Tapcrsd Strap Hbrgc: r
Ilanrmercd Bcvel - Hud Forgeil
3/t6' mat€riel x r-l2" lliale.
gold per pair - 2 hl€e6 rvith fasteners.
$lcerre
Diaricter
!t
rr" Lngth
Itcm *
rot121
Price (lri)
$46
Pric€(e) *rmn Prico (rc)
$t t ogth
Itam t
rou6t
The ArraBelle at Vail Squarc
Vail, Colorado
I June 2006
Add
{c'
!{
,t
3"
rS
LarE
Itcrn
To Catt
rou64
rcu65
Tlpcneil Srrap lllnger Vylthout lfammered !l
s/rd' nratcdal x t-r/a" wiile,
SoH per pair - e hint6 ryith fastener€,
b?"'i #ff* kh
lr,lnl}rwASt:
ss$p 80e rrAtn\san8 NOrJr GStTt!{G sT{n?Bn t{*AsuniNc &
F{ar"d.war-sJ;} la
HTNGES/ PINTET"S
.Ourhne of htrgee can accortrnodatljt$t aboutany qTeofaPPllcatlon nlrycanbellrt n€red' tt
both. A.s an homaga to trtstorlcat accu"acy, our hirUes and pintels stsnd tbe t.st of tim8. Wholiever
looklns fur, 1$e hala lt in sl,ook, ready to ship to !ou.
Notci Sclectpicoes trrc solal I.€ft g-) aDd Rtglrt (R) spcotfic,
?[mberlons recommands usitrg ToPcnn@Sdzws and/or Expansion.Shialds/or nll rn<
opPli,cotions.
O') D('l(otos ref{/mmended Tapcon gcral, use.
(B) Deztatr wnmandocl8rporrsbn Sftteld Lse.
sLaDf, aot f$ Er
3}I UTTBN LOCKS
IttscELr,n Ntrclu5
@
06400 - 9
Timberlane Wood Shutters
Architcctural Woodwork
ASr 190
EngltEh Ritlbil
6-6- z''
(Sold per pait)
Dnglish RrtTnil Oftet
(Sold per p6lr)
Bcaaon Hill Offser
8"x4"
(Sold per pair)
Belmont Surall
5-r/r"
($<rld per poir)
ItcEu #
9640l (plfiured)
364O2
36403
A64rr
g64tr
Mount
lrg
Plate
sil1
Pt'icc
$so
$60
$76
Page 2 of?
BuyN,
AddTo
AddTo
AddTo
&ry!$
Add
rdd To
Add To
P::ico BuyN
648 Ad,lTo
$s6 AdilTo
Pricc Bqf!
098 AddT'
$so AiHT.
$ss rrddT.
Pr:loc 8uy N,
$46 AddTo
Mount
14
Plsb
s,ilt
Item t
36010 (pictur€il)
g6011
It€|tr t
gsgor (pidrrt-d)
3$ro2
35903
Iton +
ssy2r (pldured)
Mount
rag
Plrte
Mount
14
Plato
sill
Mount
Iag
Thc ArraBolle nt Ytil Squrre
Vall, Colorado
I June 2006
06400 - l0
Tiriberlane Wood Shusers
Architectuml Woodwork
asl 190
(Sold per pair - lag mount only)
Scollop Shc
{Sold per palr - lag mount or,ly)
Sca Horae
(Sold per pair)
Itcrn #
35755
MouIIt
lae
Pagc 6 of7
Price
s30
Ftlce
$3e
hics
gn
$3cl
Itcm *
3575r
Mourrt
lat
Itcm #
372Or
gt2v2
9720?
Mount
lag
plate
sill
Prlce I
$22 )
$30
$40
Itorn *
g78or
378()r
Mount
lag
platc
The ArraBelle at Vail Square
Vail, Colorado
I Jone 2006
trlower
(Sold per pair - lag Dount onllt
06400 - il
'l'irhberlane Wood Shuffer Hardware: Hinges/Pintels Page 5 of t0
f,
E
12ogt*2O9L
T)Tg
Pldte
Plale
Plate
l.ag
PtD
Dioflret"r
sl8"
sl8"
3/8"
sls"
oftet ffi;
,lc'
brlz"
2-rl4'
ltem *
208rg
eo8?s
ao83S
ao9$
Ldg S(trcrv PLrtel
Itern t
20v
fril
$3
Add T(
$s
AaldT(
sg,
AildTc
t3
AddTc
SoH per peir - 2 plntels with fastcners
r2o7r
$.fedHvcLength
(Not off6ct)
4"
aaoEo
Pin
DlaDretet
rlz'
Hce(
9gt
Add?o
tgr
Add To
$4:
Add To
Pri
S2
Add T(
The ArraBelle rt Vell Squrre
Vnil €oloratlo
I June 2{D6
Sleevo Dlamete!
3/8.
g/S" ren.fc I,asF nt l lp
$old pcrpair
Itcrn *
1JJ76
Architectural Woodwork
ASI I9O
06400 - 12
Tirnbelane Wood Shutter Hardware: Hinges/Pintels Page 7 of l0
lleavy Duty -
tlGA
Heavy Duty -
ucA
Hesv) Dury -
ucA
4"
641a"
8-r12"
$36
Add'fo Cart
${o
Add To c.rt
s42
Add To Can
4'
d
4-
Adc
Adc
lqdi
Pr'icr
s3e
Add To t
q34
Add ?o I
The Arr*Belle at Vail Squrra
Veil, Colorado
I June 2006
NctY aork Style "Ij IIiDgcs
(Usht Duty)
r sst lnclud€s 2 top hinges, a bottom hingeq 4 pintcls and all ne
fastetr€rg,
Total Oftet ltrdudtng
Plntcl
z-r/5"
4-Ll4'
off6,et
Itinge Only
1-rlz-
?.tl4'
IteE r
llool
11002
New Yorikstylc trur Hinge6
(Hcarry Duty)
r pair indrdce r top hinga r bottom hinge and all nece
f&et€ners Pintele sold s€paretely' S'tsinlesE strcl trith I
coat
rrrqgS
Architectural Woodwork
asl 190
AlrEitr!il€d
06400 - 13
Page I of2
SLIDE BOLTS & SHUTIER LOCKS
The ffnal torich ofhrrdware csn be a shutt r lock ot slide boh for adiled sedrrity, Otr line of sli'le'
shuttor loctb rcll6-tboth our commitm€Dt to quality and our P*ssion for hi8torical accuracy'
Iland Sorgcil Shutter Locks
Sold Indivi&ally
I-crlg& Orctrll
of Lotrgdt
Bolt (MtPhtc
Pl.rc &lcq cr)
t2' 16'
ro' tz-tlt"
?.ils'
,-{4" ro'314"
rkccht Y Pdcc
z'' Soror $42
r-a/4. goloa $96
," lolog $44
c' ao1o4 $36
lleeare O ftcrnaqueuul. - bi)Druqrcre rc$rcst
.liiEFl EnT6l
Archltectural Woodwork
ASI I9O
6-718- lo" ,r7tru" *tou $oo
3412'r'r/2' 3otro $ro
Thc ArraBclle at Vail Square
Vailn Colorrdo
1 Juue 2006
-}ItltCf,l!,tNrO t'$
$ty lraf,D*7A n5
06400 - 14
Timberlane Wodd Shutter Hardware: Miscellaneous
HWW
Ifort alc O lteue quorcrl
Iorpuiquote reqmsr
lgffil liBESl
MISCELI,ANEOUS IIARDWARE PIECNS
'Ihcre are sonre pieces of berdrvale so urhue tbey are in ! chsg bry themsehtes' Our puu riqgs, ftet
other n scdhneous piecee nighr add just the finbhing toucb ]nouve beon seeking'
or, tfFu're not quite ceftain wbat type of hardware is approprtale for ydlr shutterq we lnvite yot
our nr fine ofproaucts guiatcd by our shutter ProfedsionalE who rYilt help ]bu deternine lehich h,
fits y'our windons, your lif€dyle urd your home.
i:.i:{ :ii:
!;:'1,.-'+ j
',\:::,:t i
Page I of3
1.?.:f;l
::...::. ...
Df.s
Screrv-in
Shu$et CaPpinS
De.$Fed to fit der a shuttet r-5/16" or lecs'
Sold per linear foot. Tltickucss - .ogr' I.D' -
1.3r2
P.iae
.S2llinearFt. T::i
$4
rype Item f
Architectural Woodwork
ASI 190
Aluminum 57tor
Coppcr t7ro2
BtrIlct Catch
lJ8e one prr shutter 45 a cimple alernative to ti6'back; or useforr per
$4/LinesrFt, Y$j
The ArraBelle at Veil Square
Vail' Colorado
1 June 2006
5[rDl EOLT$ &
Sf,IUTTBN, I;OC.KS
Iirll Ri$gF
06{00 - ls
Shutser Strap Hinges B-3 Page 1of2
[elodal$huner
l{udrsa
0arc*llm
Dmrllmdsan
ffisnutter Strap Hinges
s",
Fat
}{rnt
l-314" x 10", l2u, 14" & 16" x 12 Ga.
(Other lengths available Special Order)
'1" x #10 F.I{. Wood Sctews
& l" x #12 Pan Head for Hinge
E
Wrought Steel
TRADITIONAL DESIGN
Pinde Plate l-112" x3-314" xll8"
" Offsets 0, 112", l-112",2-1.14",3-ll4'
" Diam. 318"
Hinge
Supplied with
Finislred in Wtougbt Iron Black over Zinc Plating
Catalog No.
#2010 - ll2
#201A - lvz
#2010 -2-ll4
#2010 - 3-v4
#zUp- ln
#2012- l-ln
Architcctural Woodrvork
ASI 190
Length
10"
10*
10"
t0"
12"
12"
Offset
l12"
1-l/2"
2-114"
3-114"
l12"
1-ln"
Length
14"
14"
14"
l Alrl.?
l6'
l6u
Offset
1t2"
!-ln
?-1i4"
3-7t4'
lno
t-U?',
Catalog No.
#2AA- V2
#2014 - l-rD
#2014 -2-Ll4
#2014 - 3-v4
#2016 - tlz
#2016 - l-ll2
The ArraBelle at Vail Square
Vail, Colorado
I June 2006
06400 - 16
Shritter Stap Hinges B-5
[olonid $hutter
lllrdx,ue
Page I of2
GeteuBsn
Doorllud$rn
ftlnl{udr'roe
I{lnr
ffi Strutter Strap Hinges
Shutter Hinge Pintles
Page
E
Wrought Stecl
No. I Hook
to Drive
No.2llook
on Plate
No.2-N No. 2-P Hook
on Plate
No. 3 Hook
to screw
No.4 Hook
Side ScrewNanow Plate
Note: Any of tho abora can be frrmished with 7/16" or ll2" Pil. Diam. at slight additional price.
:{|,
Architcctural Woodwork
ASI I9O
The ArraBelle at Vail Square
Vail, Colorado
I June 2006
PintleNo.Pin.
Diarn.
Pin.
Heiglrt Plate Size Ofbet
L€ngft
Overall
Drive or
Screw
#l Drive 3t8 t-'u8 Adjustable 4"
#2 Plale 3t8 t-'118 l-112" x3-114"tn-| v2-2r14'
#2-N Plate 3t8 l:1t8 l" x 4-ll4'tn-|u2-2114',
#2-P Plate 3/8 1-718 l-ll2" x3-1f2"ln-1rn-2114"
#3 Screrv 3/8 l-718 Adjustable 4"
#3-L Screw 3t8 r-718 Adiustable 60
#4 Hook 318 t-'il8 3-3i4'hish tn - | Ln -2 Ll4',
06400 - 17
Shutier Stap Hinges B-5
Show l{inges (Spectut Order)
Normal Hinges show on the outside when shutters are closed.
Dcriil No. ?
Show Hingos whon shutters ar€.jgpen - see detail #2 below and page B-6.
Available sizes I 0', I 2u, l4',q) other sizes Special Order,
Page2 of,2
t&.'{El8at
l&1dr ln
Anrcri*r
4
Modified on: Thursday, June 16, 2005
Colonial Shutter I Gate & Barn Door I Other I Cont4ct Us I Home
Ary guertions or cocrmenis on our uteb site pl€ase contact tlrc webmsst€f at web D*igacr
Arcldtectural riloodwork
AsI 190
The ArrnBelle at Vail Squ$re
Vail, Colorado
I June 2006
06400 - l8
sEcTroN 08216
STILE ANDRAIL WOOD DOORS
PART1 GENERAL
I,OI SECTION INCLUDES
A The Work includes, but is not limited to the following:
1. Stile and rail wood doors, including glazed openings ond hand-cawed interior door
Panels.2. Sidelites anal transoms as part ofdoor op€ning.
1,02 RELATED SECTIONS
A. Section 05400 - Cold-Formed Metal Framing.
B. Section 06400 - Architectural Woodwork Wood door frame and casing.
C. Section 08110 - Standard Steel Doors and Frames.
D. Section 08710 - Door Hardware.
E. Section 08E00 - Glazing.
F. Section tD260 - Gypsum Board Assemblies.
I.O3 REFERENCES
A, AWI - Quality Standards of the Architectural Woodwork Institute.
B. NFPA 80 - Standard for Fire Doors, Fire Windows.
C. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies.
D. UL I 0B - Fire Tests of Door Assemblies.
E. UL - Building Materials Directory.
F. WH - Certification Listings.
I.O4 SUBMITTALS
A. Submit mder provisions of Section 01300.
B. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings, undercuts
required, special beveling, special blocking for hardware, factory urachining criteria, fastory
finishing criteriq identifu cutouts for glazing and louvers.
C. Samples:
l. Initial Sample: Submit four sanrples ofspecified wood reflecting grade.
2. Final Sample: After Inirial Selectioq submit two samples of door comer, l8 inch x l8
inch in size illustrating joinery, wood grain, stain color and sheen.
Stile and Rail Wood Doors
ASr 190
The ArraBelle at Vail Squere
Valt Colorado
l June 2006
08216 - r
D. Manufacturer's lnstallation lnstructions: Indicate special installation instuctions.
1.05 QUALITYASSURANCE
A. Perform work in accordance with AWI Section 1400, Custom Grade.
C. Finish doors in accordance with AWI Section 1500.
H. Fire Door and Panel Construction: Conform to NFPA 252 and UL 108.
I. Installed Fire Rated Door and Transom Panel Assemblv: C.onform to NFPA 80 for fire rated class
as scheduled.
r.06 QUALTFICATTON
A. Manufactuer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
I.O7 DELIVERY, STORAGE, AND PROTECTION
A. Deliver, store and protect products under provisions of AWI Section 01 600.
J. Package, deliver and store doors in accordance with AWI Section 1400 in manufacturer's
packaging; inspect for damage.
C. Do not deliver millwork until wet construction work is completed, building is fully closed in, and
ambient temperature and relative humidity has been stabilized.
D. Store millwork in the space for a minimum period of 14 days to allow Products to acclimate before
installation.
E. Pmtect Products from noistr.ne damage.
I.O8 PROJECTISITECONDITIONS
A. hovide pemranent heat, light and ventilation prior to installation
B. Mafutain minimum room tenperature of 65 degrees F and relative humidity level of 20 - 3O/o for
period ofthrce days prior to delivery ofmaterials during and after installation.
I.O9 COORDINATION
A. Coordinate work under provisions of Section 01040.
B. Coordinate the wort with door opening construction and door fi'arne, including metal frames and
door hardware installation.
C. Coordinate door undercut with mechanical system requirements. Refer to Mechanical Drawings.
I.IO WARRANTY
A. Provide wananty under provisions of Section 017fi):
l. Provide Manufactuer's 5 year nondepreciating on exterior door constuction, msterial and
finish.
Stile and Rail Wood Doors
ASI t90
The ArraBelle at Vail Squarc
Vail' Colorado
1 June 2006
oa2t6 -2
2. Prrovide Manuftcnrer's l0 year non{epreciating on interior door consuc'tioo, material aIrd
finislt"
- B. Include coverage for warping beyond specified installation tolerances, defective materials, or any
other manufacturing defect.
' PART2 PRODUCTS
L 2.01 MANUFACTURERS
A. Artistic Doors and Windows, Inc.
B. Craffsman In Wood (303-278-845).
C. TheGrandEntranccs(303-893-4001).
D. Southwest Door Co.
E. Woodtech Trading Company.
F. Substitutions: Under provisions of Section 01630.
2.02 DOORTYPES
A. Doors (lnterior):
l. l-314 inches thick; solid lumber construction, AWI Custom Grade; mortised jointr.
2, 2-ll4 inches thick; solid lumber construction, AWI Custom Grade; mortised joints.
B. !9ors @xterior); 2-ll4 inches thick; solid lumber construction, AWI Custom Grade; mortised
JOmrS.
C. Transom and Sidelite Panels: To match door.
2.03 COMPONENTS
A. 'Solid Stock Lumber for Exterior Doors: AWI Custom quality, plain cul with end-matched grai!,
etrd-matched transoms.
l Wood: Western Red Cedar.
B. Solid Stock Lumber for Interior Doors: AWI Premium qualrty, plain cut, book matched nmning
gra.in, (transoms also); unless otherwise indicated in Intedor Desip Manual.
C. Adhesive: Type I - waterproof.
2.M ACCESSORIES
A. Molding: Wood, of same species as door facing, profile as iho*n oo drawings, mitered corners;
prepared for countersink style screws.
B. Glazing Stop: Wood, of same species as door facing, mitered comers; prepared for countersink
style screws.
2.05 FABRICATION
Stile and Rall Wood Doors
ASr 190
The ArreBelle at Vail Squrre
Vait Colorado
l June 2006
08216 - 3
B.
Fabricate non-rated doors in accordance v/itl requirements ofAWI Quality Strndard Section 1400.
Astragals for Double Doon: Wood T-shaped, overlapping and recessed at face edge specifically
for double doors, unless otherwise shown on Drawings.
At exterior door locations, provide prefinished metal flashing at the top and bottom rail for full
thickness of door. Refer to Section 07620.
Factory machine doors for frnish hardware in accordance with hardware requirements and
dimensions. Do not machine for surface hardware.
Factory fit doorc for frame opening dimensions identified on shop drawings.
Cut and configure exterior door edge to receive recessed weather stripping devices; refer to
Section 08710. Provide edge clearances in accordance with AWI Section 1700.
Cut and figure interior door bottoms as necessary to the following conditions.
I . To receive door bottom device: refer to Section 08710.
2. To allow for air movement, refer to Mechanical Drawings.
Tolerances:
L Conform to AWI Quality Standards, Section 1400, Custom Grade; requirements for fi!
clearance, and joinery tolerances.
2. Maximum Vertical Distortion (Bow): l/8 inch measured with straight edge or taut string,
top to bottonL over an imaginar5r 84 inch vertical distance anyvhere on door surface area.
3. Maximum Width Distortion (Cup): l/8 inch measured with straight edge or taut string,
edge to edge, over an imaginary 36 inches horizontal distance anywhere on door surFace
area.
4. Maximum Diagonal Distortion (Warp): l/8 inch measured with straight edge or taut
string, edge comer to opposite edge corner, over an imaginary 36 x 84 inches diagonal
distance anywhere on door surface area.
Factory frnish doors in accordance with AWI Section 1500 to the following finish designations:
l. Finish: TR6; transparent, catalyzed polyurethane, Custom quality, satin sheen, unless
otherwise indicated in Interior Manual.
Seal door top and bottom edges with sealer to match door facing.
c.
D.
E.
F.
G.
H.
2.06 FINISH
A.
PART3 EXECUTION
3.OI EXAMINATION
Stile and Rail Wood Doors
ASI 190
B.
B.
C.
Veriry substrate conditions under provisions of Section 01040.
Verifu that opening sizes and tolerances are acceptable.
Do not install doors in frame openings that are not plumb or are out-of-tolerance for size or
alienment.
Tbe ArraBelle at Yail Square
VaiI, Colorado
I June 2006
08216 - 4
3.02 INSTALI-ATION
A. Install doors in accordance to requiremeDts of with AWI Section 1700, Custom quality.
l. Install fire rated doors iu accordance with AWI Quality Stardar4 NFPA 80, and to
requirernents for fue rating label by UL or Wamock Hersey.
B. Trim door width, only if necessary, by cutting equally on both stile edges.
C. Trim door height, only if necessary, by cutting bottom rail edge to a maxirmm of l/2 inch, unless
otherwise required by door bottom hardware or mechanical systerl
l. Trim fre do'or height at bottom edge oaly, in accordance with fire rating requirements.
D. Machine cut for hardware installation.
E. Refinish site trimmed edges for a uniform appeannce to door facing.
3.03 INSTALLATIONTOLERANCE
A. Conform to AWI requirements for fit, clearancq and joinery tolerances.
B. Maximum Out of Plane from Door Frame: I /8 inch.
3.04 ADruSTING
A. Adjust installed Work under provisions of Section 01700.
B. Adjust door for smooth and balanced door movement.
C. Adjust closer for ftll closure.
D. Replace doors that are bowed, cupped or warped beyond fabrication and installed tolerances prior
to ConEact Closeout.
E. Refmish joints that oper during course ofacclimation prior io Contract Closeout.
3.05 SCHEDULE
A. Refer to Section 09999 - Schedules: Door and Frame Schedule.
B. Refer n Interior Design Mamnl for interior fuors.
END OF SECTION
Stile and Rsil Wood lloors
ASr 190
The ArraBelle at Vail Square
Vall, Colorado
I June 2006
08216 - 5
SECIION087r0
DOORTIARDSTARE
PART I GENEML
I.OI SECIIONINCX-TJDES
A. The Srort includcs, htr is Dot limitEd to rhc following
I. Ilardwwe for wood ad hollow mal doors.
2. theshokls,'*eatlrcrstipping, Eeals atrd doq gaskets
3. Locf6€t8 and tltchcr (provided to zuit firnctioa aod anticipatcd degree of use).
4. Masrcdcyingcqability.
5. It is thc inention that 6e hardware spccified sball bc sufici€nt quaatitias necesssy to
corylac thc Wort Noti$ tbe Architcct of omissions c discrcpaocicc priu no Bid date for
clarjifications or instrwtions. Adjusmcnte to tb Cootrrct Sum will not be allowed for
orfssioos not clarified prior to Bid opening.
I.U REI.A'IEDSECTIONS
A Sectioa 08110 - Statrdrd Steel Doorg and Fames: Funish erpbtss fa door ad frad
preparation.
B. Section 08212 - Stile and Rail Wood Doors: Furni$ tcnplarcs for door prcparrtion.
C. Scction 0E360 - Scctioul Overtrcad Doorsl Ffnnish te4latcs for doc pppantion.
D. Section 0861O - Clad Wood Dmrs and Windows: Finnish tenplae.r fon door and framr
P'rePar:ation'
E. Section 09999 - ScHules: Door and F.rane Schedule.
F. Division 16 - Elecricat Power Supply to elcctrical hardwue cofiryo$ents.
I.O3 REFBREITffiS
A. ADA (Amicans witt Disabilitics Act) - Acccssibility Guidelinca fa B+ildings and Facifitfrx.
B. ANSI All7,l - Specifications f66 [\lrking BuitdiDgl md Facilities Accessitlc to and Urablo by
Physically lladicapped Feople.
C. AWI (Architecturl Woodwort lnstiute) -Qruliry Standards
D. BHMA - Build€rs llsdwap Manrtrcturer's Association,
E. DHI - Door ad Hardware Instinrre.
F. NAAITIM - Nafional Assosiarion of Architcctural Motal fvfanufrnrers.
C, NFPAm-FreDoccaldWindows.
H. NFPA tOl - Codc for Safetj' o Lifc from File in BuitdhgF ard Sttrcorcs.
L NF?A 252 -Fire Tecc of Doq Asscmblies.
Doorf,ordwarc
PR-AO]2
ltc ArnDdlc rtVtil Sfl.Fc
Yril,Colondo
7 Augpst 20llt
0atro- 1
I. SDI - Stcel Door hstiftlc.
K uL 10C - Safuy Fire Tests of Dmr Ass€obliee.
L. LJL 305 - Safety Panic Hardware.
1.04 SI'BIUITTAI.S
A. Submit under plovioions of Section 01300.
B. Shop Drawings: Indicate locations and nounting heights of erch type of hmdwro, schedules, mme
ad Manufrutr of ech ibtrL location of esh hadwarc set cf,ocs refcrerced to irdications oa
Drawirys, both on f,oor phn ad in Door and ftaoe Schedule, explanadon of aU abbrreviations,
symbols, and codc,s contained in Schedule doa and ntlp sizcs and mtedal& marimrm allowable
degree of swing and door tranding, fire-ruings, clcctrical chamtcristics and connectioo
requirements.
C. Submit Manufrcturer'E cut sboet& parts lists ard templatas.
D. Samples: Submit one sanple of wh type of hanlwue, ilusrating styler colq end finish.
E. Apprroved Sanples nay be incorporated into Se Work.
F. Mrnufacnrer's ln$allation Instructions: Indicare special procedrnes and perimeter conditions
rcquiring spocial afiention.
I.O5 PNOJECTRECORDDOCUMENTS
A Submit under provisioos of Secrion 017fl).
B. R€cord *tual laatioos of installcd cylinders and their m$ter key coda
l.(b OPH$-TIONANDMAINTENANCEDATA
A. Submit ud€r provisions of Section 01730.
B. Maintenanco Data Includc data on operating hantwarc, lubrication requirenenrs, and inspection
pnocedues rclated to prevcntative mainenancc.
l.vt QUALITYASS
A. Pcrform Wort ia accordance with thc following requircrcnrs:
l. Atmicans wirh Disabilities Act (ADA).
2. AI{SI All7.1 - Specificmioos for Making Buildings aad Frcilitiee Accessible to and
Usablc by Physically llandicapped Pcople.3. NFPASO.
4. NFPAIOI,
5. NFPA252.6. ul.l0c.7. UL305.
B. Siagle Source Reryonsibitity: Obtab c€ch typc ofbodwae flarchscs and loctsctq hinges, cloecr&
etc.) from a singlc Manufacturs, unless schcdulcd dhcnrrise.
1.08 QUALTFICATIONS
Door Ilardryele
PR.AUN
Thc ArrrDdh at Ydl Sqrrrc
Vril, Colorrdo
TAu;ssaZnB
0rn0-2
A Manufacft€r: Co4any specializing in mannfac0ring thc prodwts specified in this Scction with
minimum five yers expericnce.
B. Hardwae Suppliec Shall be cunent ncmber of DHI (Door Hardwar€ Insfiiuft).
l. tlsdware zupplkr shall have a thorough of dotr operation syst€rns ard
applicable Codes, and notify Archibcr of any discrepancies. Tlrse dratl be no additional
cost afrer an ard of Bid as ihe result of oversight by hardware supplier for proper ope.ration
ad to neet rEquiEmolts of applicable Codee.
1.()9 REGII-A,TORYREQT]IREMENTS
A. Conform to applicable Code for requirerneats applicable to fire-rated doors and Aasps.
B. Conform to applicable sections of Chapter 5 ofNFPA l0l.
C. Prodttcts Requiring Electrical Conncction: Listed and classificd by Udcrnniten' Laboratorie,s, tnc.
as suitable for dre pr4pose ryecified and indicared,
I.IO PRE-INSTALLAIIONCONFERENCE
A. Conlene one week prior to courmencing work of this Section, rmdcr fovisions of Soction 012fi).
Meet with the Owner, Cooractor, Installer, llardwme Supplier, and Manufacrnrers Represenutive.
Review catalogs, brochures, terylales, installation instructions, and the ryroved hardware
schedule. Survey insallation procedrrcs and worlunanship, with spocial emphasis otr uousual
conditions, as to insure conect t€chniquc of installation, and coordination with other worh
I.II DELIVERY,STORAGB.ANDHANDLING
A. Deliver, storc, prorcct and handle prodrrcts to site under provisions of Section Ol6fl).
B' Package hrrdware items individually; label and identi$ each package with door opening mde to
match hsrdwar€ sch€dul€.
C. Prrotect hardware from ttcft by cataloging and storing in secured sea.
D. Dcliver teys with identifying tags 1s Owner by sccurity shipment direct from hardwue supplier.
I.I2 COORDINATION
A Coordimte Work uader provisions of Section 01040.
B. Coordinae Work with otber directly affected Sectiom involving Manufacturer q hbricalion of
internal reinforcement for doon hardwce and rccessed ircms.
C. Coordinate Ocn€r's keying requirenrnts during course of Wor*-
I,I3 WARRANTY
A hovfule the followiqg wuranties under provisions of Section 0l 700.
l. l0 year warranty on closers.2, 3 year waranty on exit deviceg,3, 2 year warrrnty on remaining hardwre.
B. lYananty: Submit Manufacturer warranty and ensurc forms havo bcen completcd in Owner's nanp
and rcgistcred witt Manufacurrcr. lnchdo covcragc for all hardware.
Door Hardware
PR.A OO2
Ihc ArrrBdle at Vril Squrrt
Vtll,Crlondo
7 AustlsaXl0t
0fn0.3
. I.I4 MAINTENANCEMATERHIS
A. Provide naintenance materials under provisions of Section 0t730.
B. Provide spccial wrenches and tools applicable to each diffcrent or special hardwre componeDt.
' C, Provide mainlenance rools and accessorie,s supplied by hardware compore Ma$hctuer.
PART2 PRODUCTS
2.O1 ACCEPTABLEMANI'FACTT,JRERS
A. Refer to 'Tlardware Mrterids" located at end of this Section for approved Manufacturers and
approved Substiues listing,
2.V2 KEY'INC
A Groupe4 keyed and supplied as per Ovrer's direction. Hardware supplier to verify with Owner for
keying requirements,
B. Excepf rs otherwise indicated, key to new masbr-key system.
C. Kcys.
l. Keys shall bc nrade of nickel silver.2. Stampallteystorcad"DONOTD{IPLICATE".
D. Srpply keys in the following quantities:
l. 6 master kep,2. 3 grand master keys.3. 15 constnrction keys.
4. 2 change keys for each lock.
2.OI KEYCABINET
A. Cabinet Construction: Sheet steel construction, piano hinged door'with cylinder-type lock, ruster
keyed to building sysrcm-
B. Cabhet Size: Size for Project keys plus 50 percent growth.
C. hovide hools for keys.
D. Horimntal metal stipa for key hook labcling with clea plastic strip cover over labels.
E. Flnish: Baked enanrcl; color as selected by Archircce
F. Install in Iocation where dircctcd by Owner.
2.M FIMSHES
A. Finishes: As indicatod in Schedule at end ofthis Section.
PART3 E)(BCUTION
DoorHardwrre
PR-A OO2
Ihc ArraBellc rt Vail Squsrc
Vail' Colorado
7 Augurt 20llt
tB7l0.4
3.01 EXAMINAIION
A. Verifi site conditions under provisions of Section 01040.
B. V€dry that doors and fraorar are rcady to rpceive Work and dincnsions re as imructed by the
Manufaptrrcr.
C. Veri& that elecuic power is availabb to pow€r operatrd devicqs atrd ofthe con€ct charactsristics,
3.V2 INSTAII-ATION
A. Install hardwsre h adcordance with Manrdacorer's insEuctiotrs,
B. Use tcnpla&s provided by hardware item Manufrcnncr.
C. Codorn to A{SI Al17.l aod ADA Guidelhes for positioning rcquir€ments for the physlnlly
tundicapped.
3.03 ADruSTING
A" Adjust Wo* under provisione of Section 01700.
B. Adjrut hardware fm smooth operation.
3.(X PROTECIIONOFFIMSHEDWORK
A. horcct finished Wo* rmder provisions of Sectim 015fi).
B. Do not p€rnit adjacent Work !o damage hardwse r finish.
3.(F HARDWAREMAIERIAIS
A. Gercral:
l. Usc two pair butts or two cach intermediate pivots at doqs 7'6" and over.
2. Usc 5" x 4.5" butts at dmrs 3'6" and over,
3. Ilardwarc supplio shrll verify all lock functions vith Orvrer prior to ordcring matcrial
4. After insallation of all v€rtical rod exit deviccs, Ceneral Contsacttr to have Manufacnrer's
rcpresentarive inspoct insallation ard advisc if devices ue adjused curcctly.
5. At openingr nterc wall stopo s€ in4tp'opriaie a "stop rrr cloccd' at ouBwing doqs or an
overlrcad stop at inswing doors shall bc used.
6. Factory Authorizcd Servioe C-ener $hall oeet wift &chit€ct ad olmer o finalize laying
requiremnrc ard obtain hcying instuctions in writing, Both the cylidcrs and kcyblanks shall
be proected tom uuuthorized nanrfacnr€ and distribution by tlre mmufacnner's United
Staler patcoB All cylinders shall be masterkey€d by S€rvice C.enter, conrbinarcd in sets u
sulrsets, nrsle*ey or grandmaster keye4 as direced by Orvner. Quantities of pemnoent keys
will be as determincd by the Owner's Representative. Pcrnanent bys shall be starped with the
ap'plicable key odc as dctcrminod by thc Oryn€rs' Reprcscntative for ident'rficgtion, and
sequeatially numbered pcr ohango on tho rEv€rse side of the key 6* ttr key mark is sanped
m. Permanent keys will also be sta4ed "Do Not Duplicate'. Deliver all permanent heyq
secrnity corts, ard otlrcr security keys dirEct to Owrcr's Representativc from Service Center by
secure couricr rctrm rcceip rcquesrcd. Ovmer will bc rcsponsible o swircb ort the hiSh
seq[ity corc& All cytinders shall bo furnished with tentpontry cores. Furnish 20 mnstruction
leys and 2 constuction contol lreys.
Door Hrrdware 08710 - 5 ltcArraBdle atVail SqumPR-Affi2 Vail"Colorrdo
TAugpstAnE
l. p1i66 16 finel inspection, the Instatler, accomponied by tbe representativc of tlre labh and lock
manufachler, shall renun o the pnoject and inspect hddware to insure proper function of
doors and hsdwne. Consult with and instruct Oryae/s pcrsonnel in recommeoded aditions to
the nahtonance procedures. Repl*e hardware iem rtat have dcteriorarcd or failed due to
faulty design, ml€rials or installation of hardwarc units. Prepare a wriren rcport of curent
and F€dicable problerrs in the performance of tbe hardcrare.
8. Re: doq & fram details & firnish accessorics (dmp plales, panel adryen, spacets & *4ports
as rcq'd) o conecdy insrall door clooere. NotLo degrce ofdoor swing in bdw schedule.
9. All out-swinging dods with lod.sers shall be non-renrovable pin (NRP) hinges.
lO. Insall cloccrg out ofconidors on less prrblic side of door,
11. Supplicr to verifr that all necessay parts for insatlation are ordered and fiaish ef fsstrsn€rs
march hardwue finish- Mabh fnish of exposed fasteners to hardwse being mrhed.
12. Supplier shall provide cylinders AND CORES for custon loctsets that strall be conpatibh
with key system for pojecr
13. Vcrify that all necescary prts for installarion are ordered and finish of fisten€rs Eatch
hudwue finish. March finislr of exposed fastenen to hardware being attached,
14. lhrdware Finishes:
r. Public Area: Rcfer to Interion Desiper's manual,b, Back-of-Housc Area: Generally US26D, Satin chrosrc finish on exposed $rfaccs.
15. Substiotion: Undcr provisions of Soctim 01630.
B. tlardwarc Tlpes and Manufacrurers Lcgend:
Manufacruer
(ADA) Adatrts Rite
@AL) Baldwin Brass
@YO) ByOthers
(GLY) Glynn lohnson
([IWR) Iladware Renaissance
(HAG) Hsger
(tVE) Ives
(ILC) Ilco -Silnplex
(JOS) Jarsen Ornanroul Supply
(KNO) I(nox Box
G.AW) La*,rence Brothers
(r.cx{) r,cr{
(MAc) Mapirehon
(PEIrl)Penko
(RDO Rixsm
(RMII) Rocky Mouorsin Iladware
(RSP) Renovators' Supply
(RWD) Rochrood Manufacoring, Inc.
(RWC) Richads Wilcox(
(SAF) Saflok
(SCH) Schlags
(IBD) To bc dratermined
(IEL) TelKce
(VON)VonDuprin
(ZERO)Zao htenadoml
Door Eardrarc
PR.AOO2
Th ArreDdle et Veil Sqoarc
Yal' Colorado
TAutu$2{nE
0tr7r0 - 6
Ilttl SET: l14 20I.M.DONLYONLY
EACH OPETINGTO HAW:
3I
I
I
T
II
EA, HNGE
EA ROLLERIArcH
EA SURFACE-MTD, PIJIL&I FINORDOME
SET SE{I.S
H AWODOORBOTIIOM
FA WE:IYER
BBI279 4.5 X 1.5
RI36
MXII? -I k"
BB4wN. I N FU)OR DOME STOP
SOSRHEADNTDJAMBS
4IIARL
u697
32OORECESSED
RMK (IF REQIJIRED)
srzB As REQUIRED BY OWNER
881279 15 X 15 AT TOP I.EAF
12s045 X45
DAW4D 81521 I &m VnE U70 IEyEn
9I3LPATIO FANC'ION - IfrSS OUISIDE TNIA,
TNII SEAILBEON R(X)T{ SIDEONLI
Dmt4n eflu wITu u70 r,EvEn- oN R00a
SIDEONLY
DBSIM TNM I.ESS TEUARNNN
wnu 9101 DuDu)cx. - oN RooM SIDE 0NLY
gON X FL. DANK BN)NZE F/,/^IISE
55D - INSTAIL OPPOSNE R(NM SIDE
22iln, nsF-DAnX, BRONZE FtmSn
1'85. BIACKAT EEAI'
NOD ATTAMDS
i69A
ITAG
NE
ASH
BAL
PEM
PEM
NE
EAG
NAG
NE
NME
ACC
nMn
NME
acc
NE
xsP
fls?
zBno
zBno
ZERO
HWSET: MISC
EACH OPENII.IG TO TIAVE:
Ihorf,srdware
PR.AM2
EINGE
SPNNGE,j|'GE
AAX'MANC F LASE N)LT F812
PNUACTINCX
EA KNOXBOX
EA MOI'NTTNCIST
EA KEYCABINET
EA SINGLEDIJAAY
F,I, DEANN'LT
EA CU'RDINATOR
F.I, ASTRAGAL
EA CASTOTIWATTSTOP
EA SHL
EA SE{I,
F.A AWOtrTATICI'(NR
BOTTOM
KNO
KNO
TEL
VERTFY QUAI{TTTY REQI'IRED WTTII ARCHITECT
Ettr SET: Il5 DNrk GSZ.I1D(0WIZDUTkUTCXAFF &ITIJE$/
EACNOPENINGTOflAW:
2FA1 F.A1 SET1 F,e
2
I
I
2
2
1
2
2
Ite ArrrBctre rt V.il Squ.rc
Vd,Colomdo
7Augud20(F
047il - 43
6
TI
Elf SET: 116 D(nk &Wrc Rreflr EAND ACIM)
EACE OPENINCTO EAW:
EA IIIM'E
EA II,ANAALFLASEUTLT
EA PNUAETUrcK
F.I SINGIBI'IIMMT
F.A DMDBALT
FA ASTNAGAL
EA CASTOMWAILSTOP
srT SFtt
P,A AWOMANCI'NN
BOTTO*I
1279 Ls X4s
FB''$AS-IOB F'JI'II'E - NOP N)I:T ONLY
Dmr40 etszl I &n wITE u70 I,SVER
9T39.PANO FANCNON - I.EJS OIITSIDE TBTTtr,
TruM SEAIT NE ON R@M SII'E ONLY
DEW-qV &tzm WrtE Lr70 IBWR. ON kOOM
SIDEONLY
D89IN TN M I,g,SS TH V A Bru NN
WITE 9TO1 DEADU)CK. ON NOObI SIDE ONLY
55D _ INSTAIT OPPDSNE No{,.M SIDE
2nu, RsF-otnx BRoME FINISE
7770D flEADANDTAMBS
i69A
H{DOFSECIION
flAG
IW
nttE
acc
nMn
NMH
ACC
fsP
fsP
?jno
z&no
I
2
2
I
2
Iloor Hardwrre
Pn-Atm
Ihe&teBcllertYdSgrrc
YrilrCdorrdo
TAog[stZm
0flr0-{4
SECTION0qtflt
GYPSUM BOARD ASSEMBLIES
PART1 GENERAL
I.OI SECTIONINCLI.]DES
A. The Work includes, but is not limited to the following:
l Interior metal stud wall framing, indluding fire-rated walls.2. Interior metal channel and stud ceiling framing, including fue rated ceiling and shaft
enclosure.
3. Gypsrrn wallboard.3. Gypsum sheathing.
4. Tile bocking boards for wet areas such 4s cementitious backing fufi utd gloss mat \!aEr-
resistant gpsum board.
5. Taped and sandedjoitrt heatrnent6. Acoustical insulation. salutt and rccessories.
I.O2 RELATED SECTIONS
A. Section 04400 - Stone Veneer.
B. Section 05400 - Cold-Formed Meal Framing.
C. Section 06105 - Wood Blocking and Curbing.
D. Section 07213 - Batt and Blanket Insulation.
E. Section 07900 - Joint Sealers.
F. Section 081l0 - Standard Steel Doors and Frames.
G. Section 08216 - Stile and Rail Wood Doors.
H. Section 08305 - Access Panels.
[. Section 08410 - Ah'minrun Entrances and Storefronts.
J. Section 08505 - Metal Windows and Doors.
K. Section 08550 - Wood Windows and Doors.
L. Section 08552 - Clad Wood Windows and Doors.
M. Section 09900 - Painting: Surface finish.
N. Section 09999 - Schedules: Finish and Door Schedules.
O. Section 10651 - Operable Panel Partitions: Gypsum partition in ceiling plenurn
P. Division 15 - Mechanical:
Gypsum Board Assemblies
ASr 19t)
Tbe ArreBelle at Vail Square
Vall, Coloredo
lJune 2006
09250 - I
- L Sprinkler heads in ceiling system.
2. Ail diffirsion devices in ceiling system.
. P. Division 16 - Elecnical:
l. Light fxtures in ceiling and walls.2. Fire alarm components in ceiling and walls.
3. Public address system compotrents in ceiling.
I.O3 REFERENCES
Gypsum Board Assemblies
ASI 190
A. ASTMC36-GypsumWallboard.
B. ASTM C79 - Gpsum Shearhing Board.
C. ASTM Ol42 - Glps"- Backer Board or Core board.
D. ASTM C475 - Ioint Treafinent Materials for Cypsum Wallboard Consauction.
E. ASTM C497 - Standard hactice for Installing Souud Isolation Glpsum Board Partitions.
F. ASTM C630 - Water-Resistant Glpsum Backing Board.
G. ASTM C645 - Non-Load (Axial) Bearing Steel Studs, Rurners (Track), and Rigid Furring Charmels
for Scrow Application of Gypsum Board
H. ASTM C665 - Mineral Fiber Blanket Thermal lnsulation for Light Frame Constuction and
Manufacurred Housing.
I. ASTM C745 - Installation of Steel Framing Membe$ to Screw Attached Gypsum Board.
J. ASTM C840 - Application md Finishing of Glpsum Board.
K. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications.
L. ASTM C I 002 - Steel Drill Scr€ws for the Application of Glpsum Board.
M. ASTM CI 178 - Glass Mat Water-Resistant Gypnrm Backing Panel.
M ASTM El 19 - Test Methods for Fire Test of Building Construction aod Mat€rials,
A ASTM Bl97 - Practice for lnstalling Sound-Isolating Gypsum Board
P. GA-201 - Gypsum Board for Walls and Ceilings.
O. GA-216 - Recommended Specifications for the Application and Finishing of Gypsum Boord.
n GA-600 - Fire Resistance Desigr Manrual.
S, UL - Fire Resistance Dir€ctory.
I.O4 SYSTEMDESCRIPTION
A. Limit Deflectioa of Partitions to the Following Limib:
The ArraBelle at Veil Square
Vrit Colorado
lJune 20116
09250 -2
l. Interior partitions: l/120.
2. Partitions to receive tile: l/240.
B. Base Above Dellection Limits on the Following Unifonn Live loads:
l. Shafts: l0.Opsf.
2. Elevator shafts: 7.5 psf.
3. Other interior partitions: 5.0 psf.
I,O5 SIJBMTTALS
A. Submit under provisions of Section 0 I 300.
B. Shop Drawings: Indicate special details associated with building stnrcture and fircproofitrg.
C. Product Data: Provide data on metal framing, gypsum board" joint tape, and other accessories.
D. Sarryles: Submit four samples of texurc finish, 12 inches x 12 inches in size, illustating finish
textue.
1.06 QUALITYASSURANCE
A. Perfonn Work in accordance with GA-201, GA- 216, and GA-600.
B. Metal foaming shall be isolated from building stnrcture to prevent hansfer of loading imposed by
stsuctural movement.
C. Perform acoustical sealant application work in accordance with ASTM C919.
D. Metal framing system shall conform to ICBO Report for stud gage and spacing for all wall
conditions. Contractor shall verify required gage and spacing and modifu accordingly.
I.O7 QUALIFICATIONS
A. Installer: Company specializing in performing the Work of this Section with minimum three years
documented experience.
B. Insaller shall review and coordinate with mechanical, plurnbing and electical, and special systems
work requiring access units. There shall be no additional cost after award of Bid as the result of
oversight by Installer to meet the required ftaming.
1.08 MOCKIJP
A. Construct mockups 8 feet high x 12 feet wide for review ofspecial finishes.
B. Locate where directed by Architect and Interior Designer.
C. Approved mockup may ranain as part of lhe Work
I.O9 REGULATORYPSQTJIREMENTS
A. Conform to applicable code for fire rated assemblies as indicated on Drawings. Provide assernbties
listedbyUl, FM, orGA.
The ArraBelle at Vall Square
Vail, Colorrdo
lJune 2006
Gypsum Board Assemblies
ASI 19tl
09250 - 3
B. V€riry vdttt local building deparhrcnt offcials and pnovide gypsum wallboard 'brap" at wall
penetrations for duct and fire dampen.
I.IO DELIVERY, STORAGE, AND }IANDLING
A. Deliver all rnaterials under provisions of Section 01600.
B. Store materials in a dry location ofr the ground in such a way as to prevent damage or inuusion of
foreign matter. Materials that are, or become, damaged or otherwise unfit for use during delivery
or storage, shall be removed from the jobsite and replaced with sound materials.
r.l1 ENVTRONMENTALREQ1JIREMENTS
A. Do not apply plaster when substrate or ambient air temperature is less than 50 degrees F, or more
than 80 degrees F.
B. Maintain minimum ambient temperature of 50 degrees F during installation of plaster and until
cured.
I.I2 COORDINATION
A. Coordinat€ Work mder provisions of Section 0104O.
B. Coordinate the Work witb mechanical, plumbing, electical, and special systems Work requiring
access tmits.
C. Coodinate the Work with Section 07840 - Firestopping.
PART2 PRODUCTS
2.01 MANI.JFACTI.JRERS
A. Framing:
l. Dietrich Industries.
2. G-P Gypsum Corporation.
3. Gold Bond Buildi"g Products, National Gypsum Company.
4. United States Gypsum Company, USG Corporation.
B. GypsumBoard:
l G-P Gypsum Corporation.
2. Gold Bond Building Products, National Glpsum Company.
3. United States Oypsurn Company, USG Corporation.
4. Georyia-Pacftc Corporation.
C. Substitutions: Under provisions of Section 01630. Substitutiou for propriety systems is NOT
allowed.
2.02 METALFRAMINCMATERIALS
A. General: ASTM C645, CA-216, and GA-600; galvanized sheet steel, 22 gage thick minimwn
Gypsum Board Assemblies
ASI 190
The ArraBelle et Vail Square
Vdl, Colorado
lJune 2006
01250 -4
unless noted or otherwise required. General Conkactor to veri$ required gage and spacing with
partition heights and deflection limits; modify as necessary.
l. Standard Wall System: Manufachrer's standard profiles of 2-ll2 inch,3-518 inch,4 inch
and 6 inch studs; consisting ofC shape studs, knurled face, and U-shape tack.
2. Shaft Wall System: Manufachrer's standard profiles of 4 inch and 6 inch studs for fire-
resistance rated assembly; consisting of C-H studs or l-studs and J tracks.
3. Furring, Franring and Accessories: Manufacturer's standard profiles consisting of
fruring channels.4. Ceiling Systern: Manufacturer's standard profiles; consisting of cold rolled channels,
funing channels.
B. Metal Channel Support Framing: ASTM AzK5; Z-funing channel, 2 inches wide, 20 gage
minimurn, spaced as indicated on Drawings; "ZFE-20 Ga." as manufacnued by Dietrich Indusfies,
Inc.
C. Studs and Tracks: ASTM C645; galvanized sheet st€el, 22 gage thick minfunum (unless noted or
required otherwise), C shaped sttrds, knurled face and U-shaped tracks. hovide additional intemal
support at all ubraced walls not extending to stnrcture.
a. For anstraction of curted walls and ceilings, use of 'fl*ible" trrck as mamfactured by
Flex-C Plate (405-715-1799) is allowe{ unless it is paft of afire rated assembly, which
requir* a listed product, per W Fire Resistutt Directory.
D. Funing and Resilient Channels: ASTM C645; galvani,zdo22 gage.
E. Framing Accessories: ASTM C645; manufacturer's standard.
F. Anchorage to Subshate: Tie wire, nails, screws and other metal supports, of type and size to suit
application; to rigidly s€cure materials in place.
2.03 MISCELI-ANEOUSWOODFRAMINC
A. Blocking and Miscellaneous Framing: Fire retardant fieated as specified in Section 06105.
2.M GYPSUMBOARDMATERIALS
A. Standard Glpsum Board: ASTM C36; 5/8 inch thick unless otherwise indicate4 maximum
pennissible length; ends square cut, tapered edges.
B. Fire Rared Gypsum Board: ASTM C36; fire resistive type, IIL rated; 5/8 inch thick unless
otherwise indicated maximum pemrissible length; edges square cut, tapered edges.
C. Moisture Resistant Gypsum Board: ASTM C630; 5/8 inch thick unless otherwiso indicate4
maximum permissible length; ends square cut, tap€red edges; water rtpellent pap€r faces.
D. Gypsum Backing Board: ASTM Crg2; standard type; 5/8 inch thick unless otherwise indicate4
maximum permissible length; ends square cut square edges.
E. Gypsum Coro Boar& ASTM C442, one (l) inch thick, maximum perrrissible length; ends square
cut square edges.
F. Cementitious Backing Board: High density, glass fiber reinforced, 1/2 inch thick; 2 inch wide,
Gypsum Board Assemblies
ASr 190
The ArreBelle et Vail Square
Vril, Colorado
lJune 2006
(x)250 - 5
coated glass fiber tape forjoints and comers.
G. Gypsrun Sheathing Board: ASTM C79, moisture r€sistant type; 5/8 inch tlrich maximurn
pemissible length, tongue and groove edgeq water repellent paper faces.
H. Fire Rated Gypsrun Sheathing: ASTM C79 and ASTM E84; fire resistive t)?e, UL ratert; 5/8 inch
thick, maximum permissible lengtfu tongue and groove edges.
I. Glass Mat Wahr-Resistott @pmm Backing Bood: ASTM CII78: 5/8 irnh thbk unless orterwise
indica@d,.naxinum purnissible length; na nfacnrer's stodard dge and and ant conditiotrs.
J. Fire Rated Glass Mat Watu-Resistant Glpsum Baeffing Boad: ASTM Cl 178 and ASTM EI19; 5/8
irch thich unless otherwise indicated, moximum pemissible length; marufacturer's stanfud edge
and end ant condition.
2.05 ACCESSORIES
A. Acoustical Insulation: Owens Coming fiberglass building insulation; ASTM C665; ppformed glass
fiber, friction fit type, thickness as indicateq R-13 and R-19, unfaced.
B. Acoustical Sealant ldanufrchrrr's staldard non-hardening non-sag, gunnable, non-staining latex
sealant recomrended for sealing interior concealed joirts !o rcduce aaDsmission of airbome sound;
complying with ASTM C834 and the following requirernents:
l. Product is efrective in reducing airbome sound tansmission through perimeter joints and
openings in building consruction as dernonsFated by testing representative assernblies per
ASTM E9O.
2. Product has flame spread and unoke developed ratings of less than 25 per ASTM EM.
3. Available Producb: Subject to compliance with requiremenb, acoustical joint sealants that
may be incorporated in the Work include, but are not limited to, the following:
a Product Manufacturen
l) "AC-20 + Silicone" (use only for paintable application); Pecon
Corporation.
2) "BA-98 Acoustical Sealant''; Pecora Corporation.
3) "Tremco Acoustical Sealant''; Tremco,Inc.
C. Moldable Putty Pads: Fire rated; to cornpletely cover back and sides ofall boxes within acoustic
walls.
D. Perimeter Isolator,at Acoustically Rated Ceilings: Kinetics; Type ET-PIB.
E. Metal Accessories: Galvanized steel.
l. Comer reinforcemenr CA 216, Type CB-100 x 100.
2. Casing:CA2lffipe LC.
3. Contoljoint
4. Adjustable wall furring brackets.
5. Metal firning channel clips.
6. Hanger wire: 8 gage.
7. Tie Wire: Double strand 16 gage, galvanized.
F. Joint Materials:
I. General: GA-216; reinforcing tape,joint cornpound, adhesivg and water.
Gypsum Boerd Assemblies
ASr 190
The ArraBelle et Vail Square
Vril, Coloredo
lJune 201f6
09250 - 6
2. For Glass Mat Glpsum Board: Glass mesh tape, reinforcingfabric andjoint compound as
required by glass mat gtpsum board mamtf@turer.
G. Fasteners: ASTM C1002, Type S12.
H. Adhesive: CA-216.
l. Adhesive at Concrete: As recommended by gSrpsum board Manufacturer. Provide
preparation ofconcrete surface as recomrnended by adhesive Manufacturer.
PART3 EXECUTION
3.OI EXAMINATION
A. Verifu site conditions under provisions of Section 01040.
B. Verify that site conditions are ready to receive Work and opening dimensions are as instructod by the
Manufacturer .
C. Coordinate layout of framing with mechanical trades and interior elevations. Layout lights, outlets,
switches, grilles, etc., prior to framing to ensw€ proper location of these items in the finish walls and
ceilings.
3.02 WALLFRAMINGINSTALLATION
A. Coordinate stud layout to allow grpsum wallboard to run continuous, without intemrption by
intennediate partitions, at all acoustically rated partitions.
B. Install studs in accordance with GA-201, GA-216 and GA{00 and Manufachuer's instuctions.
C. Meal Stud Spacing: 16 inches on center unless noted or required otherwise.
D. All studs to structure unless otherwise noted. Maintain clearanc€ under stuctural building memb€rs
to avoid deflection transfer to studs. Provide extended leg ceiling runners as required.
E. Door and Window Opening Framing: Install double studs at door and window frame jambs and
heads. Install stud tracks on each side of opeiring, at frarne head height, and betwe€n shads and
adjacent studs.
F. Blocking: Install blocking for support of wall hung items such as toilet partitions and accessories,
wall cabinets, etc. or other Work as required or indicated
G. Install resilient channel in locations as shown on Drawings and as psr manufacturer's
recommendation.
3.03 WALL FTJRRING INSTALLATION
A. Erect wall funing for direct attachment to concrete block and concr€te walls, as indicated on
Drawings.
B. Erect firning channels horizontally; space madmum 24 inches on center, not more than 4 inches
from floor and ceiling lines. Secure in place on alternate charmel flanges at maximum 24 inches on
center.
Gypsum Board Assemblies
AST 190
The ArraBelle at VaiI Square
Vail Colorado
lJune 2006
092s0 - 7
C. Er€ct Aeestanding metal stud framing spaced from concrete and consrete masonry walls, attached by
adjustable fiming brackets in accrdance with Manufacturefs instuctions.
3.04 SIIAFT WALL FRAMINC INSTALLATION
A. Shaft Wall Framing: Maintain fire rated assemblies continuous and rmintemrpted to exterior wall
to other fir,e rated assernblies, and from floor deck to floor deck, unless otherwise shown on
Drawings. Install head track at head to allow for deflection as per LJL Fire Resistance Dircctory.
B. Shaftwall Stud Spacing: 16 inches on centei, rmless noted or otherwise roquired.
C. Provide shaft cants at horizontal projections over 2 inches in width within the elevator shaffs.
Install strips of g5psum board or sheet metal at 75 degree angle extending from projection up
wall; screw to each stud.
3.05 CEILING FRAMING INSTALLATION
A. Install in accordance with GA 201 and GA 216.
B. Secure hangers to stuctural support by cormecting directly to stuchre where possiblg or other
anchorage devices or fasteirers as shown.
C. Do not comect or suspend steel framing from ducts, pipes, or conduits.
D. Laterally brace entire suspension s5ntern.
E. Keep hangers and braces 2 inoh clear ofducts, pipes, or conduits.
F. Install ceiling framing independent of walls, columns and above ceiling Work, unless otherwise
indicated or required.
C. Insall suspended steel framing corpon€Nrts in sizes and at spacing shown but not less than that
required by referenced steel franing installation standad.
l. Carrying Channels (Main Runners): I l/2 inch,4 feet on c€nter.2. Rigid Funing Ctrannels (Frming Members): 16 inches on center.
H. Installation Tolermces; Install steel framing components for suspendod ceilings so that cross firring
npmbers or grid zuspension rnemben are level to widdn l/8 inch in 12 foet as measrued both
lengthwise on each mernber and tansversely benreen parallel members.
I. CIip funing mernbers to main rurmers and to other stuctural supports as specified or shown.
J. Reinforce openings in ceiling suspension system which intenupt main carrying channels or firning
chame\ with lateral channel bracing. Extend bracing minimum 24 inches past each end of
openings.
3.06 SPECI.AL FIRE RATED ASSEMBLY INSTALLATION
A. Install framing as per manufachuer's insfiuction for the specific fire rated assembly.
B. Fire rated ceiling and horizontal ductwork enclosures are ofa proprieary design; no zubstitutions
are permitted.
Gypsum Board Assemblies
ASI 190
The ArreBelle at Vail Square
Vail Colorado
lJune 2fi)6
0925{t - 8
3.07 ACOUSTICALACCESSORIESINSTALI-ATION
A. Place acoustical insulation in partitions where indicated. Place tight within spaces, arormd cut
openings, behind and around elechical and mechanical items within or behind partitions, and tight to
items passing through partitions.
B. Insall acoustical sealant within partitiors receiving acoustical insulation in accordance with
Manufacturer's instuctions and per ASTM C919.
l. Ffue seal and caulk all peneaatioirs of paditions by structure, conduit, pipe, ductwork,
rough-in boxes, and other components.2. Glpsum panels: Base layer; seal all perimeter joints. When sealing joints, hold back
gypsum board 1/8 inch to l/4 inch from adjacent surfaces and seal rernaining gap airtight
with acoustical sealant. Provirle fire rated sealant where indicated or required.3. Seal all penetrations of partitions by conduit, pipe, ductworlK, rough-in boxes, structural
elements and othet components,
4. Use moldable putty pads to completely isolate rough in boxes at areas wh€re back-to-
back boxes are not separated by one full snrd cavity, locations subject to rwiew by
Architect.
C. Metal Framing: Use a double bead of sealant at contact areas of all intersecting walls, floors and
ceilings at dwelling unit corridor walls, demising partition md shafts.
3.08 GYPST,JMBOARDINSTALT.A,TION
A. Gypsum wallboard to nm confinuous without intemrption at intermediate partitions, at all
acoustically rated partitions, without exception.
B. Install gSpsum walhoard in accordance with ASTM 8497, GA-201, GA-216, and GA-600.
I. hntall glas mat gpsum board in accordqnce to manufacfurer's instrilction Ior the
conditions.
C. Erect single layer standard gypsum wallboard in most economical directiorU with ends and edges
occurring over finn bearing.
D. Erect single layer fire-rated g5rpsum wallboard vertically, with edges and ends occurring over firm
bearing.
E. Erect exterior gypsum sheathing horizontally, with edges butted tight and ends occrming over firrr
bearing.
F. Use screws when fastaning grpsum wallboard to metal frrring or frarning.
G. Double layer Applications:
1. Use grpsum backing board for first layer, placed parallel (vertical) to fruning or funing
mernbers. Use firc rated gypsum backing board for fire rated partitions. First layer to be
fidly @e4 filled and acoustically sealed with fint layer ofjoht treatnent.
2. Secure second layer to first with adhesive and sufficient zupport to bld in place.
3. Place second layer perpendicular (horizontal) to first layer. Offset joints of second layer
from joints of fint layer.
4. Screw second layer to stud framing.
Gypsum Board Assemblies
ASI 190
The ArreBelle at Vail Sqrare
Vail, Colorado
lJuns 2006
09250 - 9
5. Amustically seal entire perimeter.
H. Erect exterior gypsrun soffit board perpendicular to supports, with staggered endjoints over supports.
L Place conhol joints consistent with Iines ofbuilding spaces as directed.
. J. Place corner beads at external corners. Use longest practical length. Place edge trim where
gypsum wallboard abuts dissimilar materials or stops with edge exposed; except where full-height
partition abuts exposed structure above. At this conditiou, hold back gypsum board with clear l/8
- inch minimum open joint; provide continuous sealant in open joint both sides ofpaxtition.
3.09 JOINTTREATMENT
A. Tape, fill, and sand exposed joints, edges, and comers to produce smooth surface ready to receive
finishes.
B. Firetape and fill all joints in layen behind finish layen.
C. Feather coats onto adjoining surfac€s so that carnber is maximum l/32 inch.
D. Taping, filling, and sanding is not required at surfaces behind adhesive applied ceramic tile.
E. Tape joints and corners ofcementitious backing board and fill with mortar.
F. Provide firestop sealant or fue safing as required !o maintain a continuous, unintemrpted fne rated
assembly.
3.IO TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flahess: l/8 inch in l0 feet itr
any direction
3.II FIMSHING
A. General: All surfaces shall be finished smoodl even and fla! unless otherwise scheduled or
indicated on Drawings.
B. Special Finishes:
l. Preparation:
a. Verifr tlnf surfaces are clean, dry and smooth.
b. Prepare and prime or seal surfaces in accordance with Manufachrer's instructions.
c. Mix material in accordaoco with Manufactur€r's instuctions.
2. Application:
a- Apply mixed rnaterial in accordmce with Manufachrer's instructions to produce
uniform texture matching approved rnockup,
b. Apply to avoid indication of application pattem.
c. Apply texture coating to gypsum wallboard surfaces indicated or scheduled.
d. Prevent texnre finish from coming in contract with surfac€s.
e. Remove textwe drippings and overspray from adjacent surfaces where
inadvertendy applied.
- 3.12 FfiffSHSCIIEDI.JLE
Gypsum Board Assemblles
ASI 190
The ArraBelle at Vail Square
Vail, Colorado
lJune 2006
09250 - 10
A. PublicAreas: RefertolnHiorDcsipMmuat
B. C,ondoniaiume ed Gres&ome: Refer to Inmior Design Mrmat,
C. Bac&+'f-Hflse Artag; Snootr
ENI'OFSECTION
Gyprum BortdAsrtmblei
ASr 190
09j150 - 11 The ArrrBcllc at Vril $qurrc
Vr0, Cohr*lo
lJune 21105
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Stud Walls
QuietRock on one side
24" OC $eel stud wallwith 3-'ti?" batt ineulation
5/3" Type X on the other
QuietRock on both sides
24" OC steel stud wal! with 3-1.'2" ban insutalion
Type X over OuielRock on one srde
24" OC steel slud wall wirh 3.1n" ban in6ulation
5E"TvDe X on the other
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Repc|-t i* thickness thickness
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24" OC steei stud wall with 3-l/2" bafi insut€tion
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j''JreiRctk Sour,srfcof drywril ;S AvJilable frcar ilr.:iet Sol';tic,i. SCe w!t.w QuietSolution.com fcr mcra irrfOrmation.
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Flle R22100
Project O?NK1O50g
?oo?-07-x.0
REPORT
on
FIRE TEST
of
WOOD STUD NOil-INAD BE;ARING NAIJIJ
Qulet Solution Inc.
SunnyvaLe, C*,
Copyright o ZOOI Unden ritere' IJaboratoriee of Canada
Undenrriterg' IJaboratsories of Canada authorl,zes the a.bove-named coEpalty to
reproduce thiE ReporE. provided iu is reproduced in its entirety.
File R22100 Page G1 IaEued: 2OO7 -07 -LO
GENERAL .
The fo1-lowing is a Report summarizing the construction detailg and test
reEultss of full-ecale fire teetB on noa-Load bearing wal1 asEe{ribfiea
. consisting of wood .studs, Sftrpsum wallboard, and wa].l panela conducted on- April 24 and 26, 2oO1 at Southrrest ReBearch Ingtituterg facility in San
Antonio, Texas.
!
The subject of this Report ie the fire reaiatance of a nominal 15.9 mn(5/8 inch) thick wa]l panel, identified aa 'Quiet,Rock 525', in a non-Load
bearing wa11 aseembly -
The fire enduranbe teEtB were conducted in accordance with tbe Standard
for Fire TeEt,s of Building conatruction and MaEerialE, AtiIsI /UL 263 (ASI!,!
E119, NFPA 251), 13th Edition, dated April 4, 2OO3 and the Standard CAN/IILC-
S101-04, 3rd Edition, Standard Uethods of Fire Endurance TeEtE of BuiLding
Constnrction and Materials .
Teat reaulte reLate only t'o iteme tegted.
Fi le R2 210 0
DESCRI PTION
MATERIAI.TS:
The materials used in the
described below:
Page 1 Issued; 2OO7 -07 -10
co4atruction of the wall asseE rlies are
Wood Studs, Bearing Plates and Bracing - The wood studs, bearing platea
and bracing were 39 mm x 89 mm (1-112 inches by 3-t/2 inches) kiln dry, SPIBNo. 1 southern pine. Each piece of luriber was identified by Ehe grade markof the Southern Pine Inspectj.on Bureau (SPIB).
Batts and Blankete - The fibergLass insulation used in the Btudcavities vras manufactured by Knauf and designated rKraft Faced Batt andBlanket InsulaEiont'. Each piece measured 89 rrtrr. l3-L/2 inch) Ehick by 585 mrn(23 inch) wide by 2360 mm (93 inch) long with an average density of 15 kglmr(0.9s lbs/ft3 ) .
WaLI and Partit.ion Facings and Acceaaories - The nominal 15.9 mm(5/8 inch) thick wa1I panels deeignated neuietRock 525", Supplied in sheete
measuring nominally I22O by 2440 mm (4 by 8 feet). The panels coneisted of
nominal 9.5 mm (3/8 inch) thick gypsum board laminated uo nominal 6.5 mm(1/ inch) thick inorganic cenenE, board. The panels were manufacLured by
Quiet SoLution Inc. under the witness of a representative of Underwriters
I-,aboratorie8 Inc.
Gl4)Eum Wallboard - The nominal 15.9 mm (5/8 inch) thick UIJ Clagsified
gl.psum board designated aa n Sheet.rock Firecode Core Tl|tr)e X,r, waE manufactured
by Unites StaLes cl4)Eum Co. The panels were supplied in 1220 by 2440 mm
(a by I feet) Eheets before being cut into the desired eizes.
,Joint Tape and Compouad - Both the panel joints and the screwheadg r,cere
covered with two layers of joint compound, and the panel joint,s had 50 mm(2 inch) wide paper tape ernbedded in the two layers of joint compound.
SLeel Fa6teners - The varioug types and eizee of fagteners used in the
construction of the wall,assembliee are described in the order of uae under
the heading "Const.ruction of Te6t Assenrbly.tt
Fi 1e R22100 Page 2 IBsued: 2007-07-L0
CONSTRUCTION OF TEST ASSEMBI,Y:
TEST ASSEMBIJY NO. 1, WOOD STUD ASSEMBIJY
The te6t assembly was erected by workmen in ghe employ of the tesc
facility and under the observation of a staff member of Underwritera'
IJaborat.ories of Canada.
Seven wood stud memberg were cut into 2750 mm (9 ft.) lengths, and the
three bearing plates cut into 3550 mm (12 feet) length6. Each sEud waB
nailed to a bearing plate at the top and bottsom of the frame with ts$ro 16d
steel naj.16. The seven Etuds were spaced 510 mm (24 inch) O-C. Horizontal
bracing, construcued of the same z by 4 sLuds, was installed using 16d steel
nails, 90 mm (3-1/2 inch) long. The bracing wae installed in two rowa. Each
row waE located 305 mm (12 inch) from the top and bottom of tbe frame. A
second bearing plate was then nail-ed to the top bearing plate with 16d steel
nai1e. Once completed, Lhe wood framing was lift.ed inLo the opening of the
te8t frame. The framing vras then gecured to the sides and bottom of the
masonry opening using 15d st.eel nails spaced aE '162 mn (2-I/2 feet) OC. See
ILL 1.
InBulation wa6 in6tal1ed with the kraft. paper face oriented tor"ard6 the
f ire-erqnsed face as th,e wors!-case orienE,ation. The inEulation waa held in
place using steel st.apLea.
The L5.9 mn (5/8 inch) thick, QuieeRock 525 walI panele were al4plied
vertically to the studs on the fire exposed side of the wall assembly h'ith
#6. self-piercing, coarae thread screws, 42 mn (7-5/8 inch) long, spaced
205 mm (8 inch) OC at the perimeter of lhe panels and 305 mm (12 inch) OC in
Ehe field of the panels. The wa1l panel faces were oriented with the gypsum
wallboard face exposed, The screws were located 9 mn (3/8 inch) from the
panel edges.
The vertical joint.s on Ehe fire exposed side occurred at 610 mm, 1830 and
3650 mm (24, 72, and 120 inches) from the weet side of the test assenbly(vertical joints were offset 610 mrn (24 inches) ) .
Horizontal- joints on Ehe fire expoeed side of the assenibly were focated
at 305 mm (12 inctr) from the bottom of Lhe teEt assembly for the 1st and 3rd
Gectiona (relative tso the wesE side of the teBt asse.nbly), and aL 305 mm
(12 inch) from Lhe top of the test asaembly for the 2nd and 4th secE,ion6.
The 15.9 mm (5,/8 inch) thick, gypsum waLl-board was applied vertically
to the studs on the unexposed side of the wa11 asseutbly $rith #6, self-piercing, coarse thread screhrEr, 42 mm (l--5/8 inch) long, spaced 205 mm(8 inch) OC aE. the perimeLer of the panels and 305 mm (12 inch) OC in the
field of tshe panels- The screws were located 9 mm (3/8 inch) from the panel
edges .
The vertical joints on the unexposed side of tshe a66enbly occurred at
1-220 arld 2440 mm (48 and 95 inch) from the wegt side of the teat assembly.
File R22100 Page 3 Issued: 200?-07-10
CtNSTRUeTION OF TEST ASSEIi{BLY (cont.inued):
TEST ASSEMBLY NO. 1, WOOD STttD ASSEMBLY (continued)
Horizontal jointg on the une:qroeed eide of tbe asaenbly were located at
305 fin (12 inch) from the top of the teBt' assefiibly for the 1Et and 3rdseclions (relative to the .neBt), and at 305 mm (12 inch) from tbe bottorn of
Ehe test aEEembly for tshe 2nd section,
A1I joiate were covered ulth joiat tape and tlro coatg of joint
conE)ound. The Bcreu heads were covered with thro soats of, Joint compound.
Ttre appearance of the ocpoeed ard uner<poeed gurfaces prlor to tbe fire
enduraDce t,est are ahown on ILIJS'. 2 and 3, respectiveLy.
Fi Le R2 2100 Page 4
ASSEXT{BIrY (continued) :
Issued: 2OO7 -07 -L0
CONSTRUCTION OF TEST
TEST ASSEMBI.,Y NO. 2, WOOD STUD ASSEMBIJY
The test assenbly uras erected by workmen in the employ of the tesCfacility and under the observaEion of a Etsaff menber of Underwriterst
Laboratories of Canada.
Seven wood stud members were cut into 2750 mm (9 ft.) lengths, and Ehethree bearing plates cut into 3650 mm (12 feeE) lengths. Each stud r.raEnailed to a bearing plate at the top and botEom of the frame rrrith tvro 15d
sEeel nails. The seven Etuds were epaced E1O mm (24 inch) O.C. Horizontalbracing, construeted of the eame 2 by 4 studs, was ingtalled using l6d 6tee1nails, 90 mm (3-112 inch) long. The bracing was i-nstalled in two rows. Each
row lvas located 305 mm (12 inch) from the top and bottom of the frame. A
second bearing plate wae t,hen nailed to the top bearing plate I'ith 16d eteelnails. Once coultr)leE.ed, the wood framing !,raa lifted into the opening of the
tesE. frame, The framing was then eecured to ehe sideE and botLom of the
masonry opening using 15d steel nails spaced aE 762 mm (2-t/2 feet) OC. SeeILL 1.
Inaulation waF in8t,alled with the kraft paper face oriented tovrards the
fire-e:qroeed face ae the lrorst-case orientation. The insulation waa held inplace using ateel staples.
The l-5,9 mm (5/8 inch) thick, gypsum wal_Iboard was applied verticaffyto Ehe stude on the fire e:qrosed side of the waIl aaBembly vrith #G, self-piercing, coarse thread screwe, 42 mm (1-5/B inch) long, spaced 205 rnm(8 inch) OC at the perimeter of the panels and 305 nm (12 inch) OC in thefield of the panels. Ihe screws irere located 9 mm (3,/g inch) from the panel
edges.
The vertical joints on the fire extrroeed side of the assembly occurredat t22O and 2440 mm (48 and 9G inch) from the west eide of the test assenibly.
Horizontal joints on t.he fire expoeed side of the asserbly were locatedat 305 mm (L2 inch) from, the top of the Eest aaseflibly for che 1sg and 3rd
section6 (relative to t,he rdest), and at 305 mm (12 inch) from the bottom ofthe test assembly for the 2nd section.
The l-5.9 mm (5/8 inch) t.hick, QuietRock 525 wall panels were
applied vertically to the sluds on the une:qnsed side of the walJ- aseembly
with #5, self-piercing, coarse thread screws, 42 mm (1-5/8 inch) Iong, Epaced
205 mn (8 inch) OC at Ehe perimeter of the panels and 305 mm (12 inch) OC inthe field of the panels. The wa11 panel faces were oriented with t'he gypsum
wallboard face exposed. Ihe screwg were located 9 sun (3,/8 inch) from the
pane 1 edgea.
The verc,ical joints on Lhe unexposed side occurred at 610 mm, 1830 and
3650 mm (24, 72, and 120 inches) from the west side of the test agEembly(vertical joints were offset 610 mm (24 inches) ) .
File R22100 Page 5 IEsued: 2OO7-O7'L0
CONSTRUCTION OF TEST ASSEI,|BLY (conrinued) :
TEST ASSE!/!BIrY NO. 2, VIOOD STUD ASSEMBL,Y (continued)
llorizontal Joints on ehe une>rposed eide of tshe asseribly $ere located at
305 nm (12 inch) from the bottom of the tests a6seobly for the 1Et a$d 3rd
sectionE (relative to the weat 6ide of the teat aasenbly), and at 305 mm
(12 inch) from the top of the tegc aesembly for the 2nd and 4ttr gectLods.
All jointE were covered with joinc tape and two coatB of j oint
compound. Ihe screw heade were covered with tyro coata of JoJ.nt corqrcund.
The appearance of the expoeed and uneq>oeed eurfaceg prior to the f,ire
endurance teEt, are shonn on ILIJS, 6 and 7, respectively.
File R22100 Page 6 IEaued: 2007 - 0? -10
CONSTRUCTION OF TEST ASSEMBLY (contsinued) :
TEST ASSEI{BLY NO, 3, WOOD STOD ASSEMBIJY
The teat asseribly lraB erected by workrnen in the employ of the teEtfacility and under the observation of a staff, member of UnderwriterE,
Iraboratories of Canada.
Test Assenibly No. 3 was identicaL in conetmctLon to
Teet, Assembly No. 1.
The appearance of the e:q)oEed and unexposed surfacee prior to the fire
endurance test, are ehown on IIJLS. 10 and 11, respecE,ively.
TEST ASSEMBT,Y NO, 4, WOOD STUD ASSEMBIJY
The test assembl.y hras erected by workmen in the enrploy of the testfacility aJId under tshe obBervatsion of a staff meriber of UnderwriterB'
L,aboratories of Canada.
Test Assembly No. 4 uag ident.ical in conslruction to
Test Assenibly No. 2.
The appearance of the errposed and unexposed surfaeee prior to the fire
endurance test are ehown on IITLS. 15 and 16, respectively,
File F-22!OO Page T1-1 of 7 Issued: 2007-07-10
TEST RECORD NO. 1
PRO.JECT NO. O7NK1O5O8
GENERAI.,
The performance of Ehe fire exposure tests on Test Assedbly Nos. 1, 2,
3, and 4 is described herej-n.
FIRE ENDURANCE TEST:
The fire endurance tests were conducted in accordance with the gt.andard
for Fire Tests of Building Const.ruction and Materials, ANSI/UL 253 (ASTM
E119, NFPA 251) , 13th Edition, dat.ed April 4, 2OO3 and the Standard CAN/ULC-
S1O1-04, 3'd Editi-on, Standard Methods of Fire Endurance Te6ts of Building
Construction and Materials .
The fire endurance tests were conducted on Tegt Assembly Nos. 1. 2, 3,
and 4, described previously in this Report under rrcon8truction of Test
Assembliesn and as shown on IIrIJs. 2-3, 6-7, L0-7-f , and 15-16 reepectively,
METHOD
A roving thermocouple, construcEed in accordance with Section 4,3.4 of
Standard CAN/ULC-S]-01- 04 , wa6 available to take meaaurements of the wall
assembly ae required by Section 5.3.1.1 of the same Standard.
The temperatures of the furnace chamber during Ehe fire test were
measured by 9 Ehermocouples locat.ed 150 mm (6 inch) from the e:q>osed surface
of the wall assembly.
The temperatures of the unexpoeed surface rrere mea€lured by nine
thermocouples located ae ehown in ILLg. 3 and 7. each of which was covered
with a 150 x L50 um (6 by 5 inch) dry ceramic fiber pad.
Throughout tshe te8t, observationa were made Eo noce the character of
the fire and ite control-, t,he condit.ion of the exposed and unexpoeed
eurfaces, aIJ- developmenE8 perEinenc to the performance of the assembly with
reference to stability. heat transmission. passage of flame, the deflection
of the asseanbly and generation of smoke.
File R22l_00 Page T1-2 of 7 I6sued: 2OO7 -07 -]-O
RESI'IJTS
TEST ASSEMBLY NO. 1, QuietRock 525 Exlposed
Standard test equipment for walL and partsition assedblies was ueed for
tshe fire endurance and hose stream test. The fire endurance and hose stream
E.est was conducted at Southlvest Research InsEitute's facility in San Antonio,
Texas under the UL Vlitnessed TeBts Data proqram.
The recorded furnace temperatures followed the Stsandard Time-
Temperature Curve as outlined in the Standard ANSI/{'L 253 and CAI{/ULC-SL01-
04, and as ehohrn in graphical form in IIJL. 20 and tsabular forrn in ILL. 21.
Temperatures of Unexposed Surface - The temperatures of the unexposed
surface are shown in graphic form in ILL. 22 and in tabular form in ILL. 23.
The initial average temperature of the exposed surface was 25oC l77oP) .
Therefore, based on t'he average temperature rise of L40oc (250oF) and a
maxirm:m individual rise of l-8ooc (325oF) above the ini.tial cemperature, the
average limit.ing temE erature was 155oC (32?oF) and the individual limiting
temperature was 205oC (402oF).
Obeervations Dur!.ng Fire Test - Tabl-e I contains chronological
descriptiona of the observations made during the fire test on the expoEed and
uno<posed surfaces of the tes! assembly. ALl references Eo dimensions are
approximaE.e.
The test was terminated after 60
surface temperature !,/as 151oC l322oPl .
was I22oC (253oF).
minuces. The maximum individual
and the maxirm:,m average temperature
At. no point, during the E.eEting period did t.he unexpoaed Burface
t.hermocouple measure an individual temperature that ra6 greater Ehan 155oC
(327"F) or an average temperature that nas greater Uhan 2O5oC (402oF),
At no point during the rating period did the roving thermocouple measure
a t.emperature that lraa greater t.han 165oC (327oF).
Observations After the Fire Exposure Test - The appearance of the
e:qrcsed and uner<posed surfaces after the fire e:<posure teat are shown in
ILITS. 4 and 5.
F'ile R22L00 Page T1-3 of 7 fB6ued: 2OO7-O7 -Lo
TABIJE I
Test Time
(min: gec)Test Obgervationa
0:00 GaE oD..
9 t47 Roving TC, no lemperature over 25"C,
16:48 Steam eacapinc from edqe of aample.
27 :4Q Roving TC, no tempaerature over 40"C.
35:56 No discoLouration on une)cDosed eide.
42:33 Rovinq TC, no temperature over 50'C.
53:50 Roving TC, no Eemperature over 56"C.
59:.12 Crack apjeara in irrest, Joint.
50:00 Gas off.
Fi 1e R2 2100 Page T1-4 of 7 IBaued: 2OO7 -o7 -Lo
TEST ASSEMBIJY NO. 2, cypsum Wallboard Exposed
SE.andard test equipmenL for waII and partition assemblies was ueed for
the fire endurance and hose atream t.est. The fire endurance and hoee stream
Eest was conducted at Southwest Research Institute's facility in San Antonio,
Texae under the UL witnessed Test Data program,
The recorded furnace t,emperatureg fotlowed the Standard Time-
Temperature Curve aa outlined in the St.andard ANSI/UI 263 and CAN/ULC-S101'
04. and ae shor,rn in graphical form in IL|t. 24 and t.abular form in ILL. 25.
Temperatures of Unexposed Surface - The temperatures of Lhe unexpoaed
surface are shown in graphic form in IL,L. 2G and in tabular form in ]IJL. 27.
The initial- average t.emperature of Ehe e:rposed surface was 24oC (76oF).
Therefore, based on the average temperature rise of 140oC (25OoF) and a
maximum individual rise of 180oC (325oF) above the initial temperature, the
average limiting temperature vrra6 164oC (326oF) and the individual Limiting
temperature !va6 204oC (401-0F).
Observations During Fire TeEU - Tab1e I contains chronological
descriptions of the observations made during the fire EeEt on the exposed and
ulexpoeed surfaceg of the tesE assembly. All references to dimensions are
approximate.
The test wa6 terminated after 50 minute6. The maximum individual
surface temperature hras 138oC (281oF), and the maximum average temperature
was 95oC (203"F)
At no point during the E.e6ting period did the unexposed surface
thermocouple measure an individual temperature tha! was greater than 154oC
(325oF) or an average temperature Ehat was greaE.er than 2o4oc (4O1oF).
At no point during the rating period did the roving thermocouple meaEure
a temperature that was greater than 154oC (326oF).
ObservationE After the Fire Exposure Test - The appearance of the
exposed and une:q>osed surfaces after the fire exposure teats are shown in
IIJLS- I and 9.
Flle R22100 Page T1-5 of 7
Table I
Issueds 2007-07-10
Teat Time
(min: eec)?eet Observations
0:00 Gas oo.
!4 252 Roving TC, all tenperatureg belorr 31"C.
LSr46 No r ater vapour viEible yet, no surface
discolourat ion
25:.37 No waEer vapour vieible vet-
29275 lfater vapour viElble.
42223 Ilater vapour continuea.
452O7 Roving Tc, all E,enperatrrre6 below 45'c.
52 |17 Roving TC, all Eernperatures below 47"C,
53 :09 AlnoBt no nater vapour vielble.
tfall bowinq outwards ,
54:31 srnoke cominq from botstom eaBt corner.
55:03 No cracks viEible in wall.
60:00:Gas off.
File R2 210 0 Page T1- 5 of 7 Issued: 2OO7 -07 -LO
TEST ASSEMBLY NO, 3, QuietRock 525 Exposed, HOSE STREAIT{ TEST DUPLI CATE
In accordance with Paragraph 5.4.1 of the Standard ANSI/UL 263 and
Paragraph 5.2.1.L of the Standard CAII/ULC-S1o1- 04 , a duplicate assenibl-y waB
conetructed. The performance of the fire, exposure Eest and the hoEe Etream
test on the duplicate asnembly is described herein.
Based on a t h fire intended fire rating, the Standard requires the teBE
assemb]y to be subjected to the time temperature curve for a duration of 30
minutes.
The recorded furnace t.emperature8 followed the Standard Time-
Temperature Curve as outlined in the Standardg ANSI/uL 253 and CAN/ULC-S101-
04. and as shown in graphical form in TLL. 28 and tabular form in ItIJ. 29.
SE,andard tesE equipment for wall and partition assembl-ies wae uged for
the fire endurance and hose Et.ream t.est.. The fire endurance and hose stream
t,est rrraB conduct.ed at souChweat, Research Inatitute's facility in San Antonio,
Texag under the uL witneEaed Test Data Proqram.
HOSE STREAM TEST:
Immediately foll-owing the 30 minube fire exposure te€t, the lest
assembly was removed from the furnace and moved into position for the hose
stream te6t. The assembly was subjected to the impacE, cooling and eroding
action of a hoee stream applied to the extrrosed surface of ghe test assembly.
fhe hose stream test was conducted within 3.5 minutes after the fire e:4>oeure
test rras terminated.
METHOD
The ho6e Gtream test hra6 conducted in accordance with the Standard,
ANSI/UIJ 263 and CAN/ULC-S101- 04 . Based on a t h fire e:q)osure Eime, Ehe
Standard requires the tsebt assembly to be subjecEed to the action of a 205 kPa
(30 psi) hose stream applied for a duration of 55 seconds. The hose Etream
was applied with a 29 mm (1-1/8 inch) diameter nozzle aU a per?endicufar
distance of 5 meters (20 feet) from the center of the te6t asseftbly. The hose
scream was applied to the 10 meLer2 (108 footr) sample and traverEed the wal.l
assenibly horizontally and vertically.
RESUIJTS
No through projection of water was observed beyond Ehe unexposed surface
of Ehe wal-I aseedbly after 55 seconds.
Observat,ions After the TeEt - The appearance of lhe exposed surface of
the wa1l . assembly after the fire exposure and afcer the hoae stream te6ts is
shown in ILts. 12 and 1-4, reepectively.
File R22100 Paqe T1-7 of 7 Issued: 2OO7 -O7 -tO
TEST ASSEIT{BIJY NO. 4, c}rpsum Wallboard Exposed, HOSE STREjAM TEST DUPL,ICATE
In accordance vrith Paragraph 5,4.1 of the SEandard ANSI/UL 253 and
Paragraph 5.2.I.L of the Standard CAN/IJL,C-S101-O4, a duplicate aseembly wae
conEtrtcted. The performance of the fire, e:rposure tesU and the hose stsream
tegt on the duplicate assernbly is described herein.
Based on a t h fire intended fire rating, the Standard requiree the test
assembly to be subjected to the t.ime t.emperature curve for a duration of
30 minuleB .
The recorded furnace E.emperaEurea folLowed tbe Standard Time-
Ten$)erature Curve a6 outlined in the StandardE Af'rSI /UL 263 and CA}i/ULC-S101-
04, and as shown in graphical form in ILL, 30 and tabular form in IIJI,. 31.
Standard test equipment for wall and partition aasediblies was used for
the fire endurance and hose 6t.ream test. The fire endurance and ho6e Etream
tes! viras conducted at Southwest Research Institute's faciJ.ity in San Anconio,
Texas under the UIr Witnessed'Test Data Proqram.
HOSE STREAM TEST:
Immediately following the 30 minut.e fire exlrosure Lest, the test
a€Eenibly was removed from Che furnace and moved into position for the hose
€tream te6t., The assembly r^ras subjected Eo the impact, cooling and eroding
action of a hose stream applied to the e:q)osed surface of the teBts aEsembly.
The hose sUream test wae conducted within 3.5 minutes afEer the fire expoEure
test irae terminat.ed.
METHOD
The hose Etream te6t was conducE,ed in accordance with the Standard,
AfilsI/UL 263 and CAN/UIrC-S101-04 . Based on a L h fire e:<posure time, the
Standard requires the test aseembly to be subjected tso the action of a 205 kPa
(30 pei) hose stream applied for a durauion of 55 seconds. The hose ELream
was applied with a 29 mn (l--1/8 inch) diameter nozzle at a perpendicular
diEt,ance of 6 meters (20 feet) from the center of the teEt aBsembLy. The hose
atream was applied to the 10 meter2 (108 foot2) sample and traversed the wa1l
as sembl-y horizontally and verEically.
RESUI,TS
No through projection of vJater wag obgerved beyond the une:q)osed surface
of the wall assembLy after 65 seconds.
observations After the Test - The appearance of the e)q)osed surface of
the wall aeseribly after the fire e:qroeure and after the hose Etream tesLs is
shown in IIJL8. 17 and 1-9, reEpectively.
File R2 210 0 Page C1 Issued: 2007 -07 -IO
CONCI.,US ION
The following conel-usions represent the j udgment of Underwrit.era,
Laboratories of Canada and Underwriters Iraboratories Inc. ba6ed on the
examination and tedta presenled in this Rpport, aB they relate to establishedprinciples and previouel-y recorded data.
FIRE RES I STANCE PROPERTIES:
IE is judged that the non-bearing walL asaehbly constructed of the
macerials and in the manner deecribed herein will afford 50 minute proEeclion
against the passage of flame and dangerous transmission of heat when ercposed
to fire.
Limiting temperatures on the unexposed gurface (l-40oC [250oF] average or
180oC [325oF] individual temperature riee above the initial temperaEure) were
noL reached during the Lisuing/Classificat ion period. The asseribly
performed, during the Listing/Clasei fication period, lrithout developing
unexposed surface conditions which would igniEe cotton waste.
The above Listing and Classification are based on the 'tconditions of
Acceptancerr for teats of load bearing walls and partitions, as specified in
the standard for Fire Tests of Building consEruction and lrtaterials, ANSI/UL
253 (ASTM E119, NFPA 251), 13th EdiEion, dared April 4, 2003, and hrith the
standard cAN/uLc-s1oL-04.
The reaults from this test will be incorporaEed inLo new UIJC Design No.
w317 and new ULI Design No U3gG.
PRACTICABII.ITTY:
The materials used in the teat a8Eeribly were readily instalLed by
qualified workere, with tools and methoda commonly used for conalructj-on of
this nature.
Materials and installation procedurea were in accordance with thoee
described in this Report. and are significant fact.ors in the fire reaisEance
of the const.ruction.
CONFORMITY:
This conetruction \^/aE Cested in accordance with Lhe Standard CAN/ULC-
SL01-04, Standard Method6 of Fire Endurance Tests of Buildinq Construction
and Materi.a1E ,
This construcEion wa6 tested in accordance rdith lhe Stardard, nFire
Te6Es of Building Construction and Materials, r ANSI/UL 263 (AST!,I 8119, NFPA
No. 25L), 13th Edit,ion, dated April 4, 2003.
File R22100 Page C2 Issued: 2OO7 -O7 -lO
The wall paneL, as described herein, is judged to be eligibfe for
L,iEting and Fo11ow-Up Service of UnderwriterB' IJaboratories of Canada and,Classification and Foltow-Up Service of Underwritera Laboratories Tnc. Under
the Service, tlre manufacturer is authorized tso use the Listing and
ClaesificaEion Markings on such product.B yhich compJ_y with the Follovr-Up
Service Procedure and any other appficable requirements of UnderwriterEr
taborat.ories of Canada and Underwritere taboratoriea Inc. Only those
materialE which bear the LaboraEories, Listing and Cl-assificaEion Markj-ng are
considered aF L,isled by Undenrritersr L,aboratories of Canada and Claseified
by Underwrit.er8 L,,a.boratorieg Inc.
ULC LISTING }IARKING:
LISTED
WAI,I, AND PARTITION
FACINGS ATID
ACCESSORIES
< CONTROL NIJMBER>
Listed in accordance with
cAN,/ULC- S 101
Classified as to FIRE RESTSTANCE in accordance with
Standard CAN/ULC-S1o1
See UIJC List of Equipment and Materials, Fire
Resiatance DirecEory and supplements hereto.
UI.I CIJAS S I F I CATI ON MARKTNG ;
WAIJIJ AND PARTITION FACINGS AND ACCESSORIES
FIRE RESISTANCE CIJASSIFICATION
SEE UL FIRE RESISTANCE DIRECTORY
<CONTROI, NIJIT'BER>
the
ff
Any informaEion and documentation invoJ-ving UL, Mark eervicee are provided on
behalf of Underwriters LaboratorieE Inc, (UL) or any authorized licensee of
uL.
Report. by:
BENY SPENSIERI,
Project Handler
Fire Protect.ion
,JR., B.A. SC.
Divis ion
Reviewed by:
G. ABBAS NADLJL P- ENG
Section Manager
Fire Protection Division
ZEBO deslqns and btrllds door bottoms to laet.
Our automallc door botlome have Fen bsfied thrcugh 5 mllllon cyclor-
You can epeclfy wlth confldence -tlreso rcally norkl
Ttn arhtilceO tectrdogy cornrnm to al ZERO rnod€b utlz€s a cm@l€d fat spring nredrarism,
wticfr acfiaies rrrhm fE d@r iB ded, b\r{qfE a nsop.erp sed M ag# tF lloa s sadde.
A potrudfrs, t*rg+rdde 'plurE€r' is cornpress€d by the tame as ths d@r do66 lo
actllate the sp.hg. The seal th€n drops h a scbsds{€ motlon frorn ttE nnge slde,
adjustlng to the f,oor frorn a pivotfE poht. This motion ensLres a srnooth drop
wnhorrt drag br a tlght, sedrrc s€d agEhst the saddle s floor.
ths sed rcEacts automstcdly as the doa is opened.
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Part Description:
Meeting Stile
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Provided By:Customer Name:
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The ArraBe tfu*rvatt
Vail Square
rrffi#pvaat
EI
DEC 0 r 2000
,_ igWN OF VA|LPR-A OO2
Addendum 1
unit 6551652
Lock-Off Revisions
27 August, 2008
Vail Resorts Development Company
137 Benchmark Road
Avon, Colorado 81620
4240 Architecture lnc
3003 Larimer Street
Denver, Colorado 80205
424C^
PROPOSAL REQUEST
PRoJEcr: The Arrabelle at Vail Souare
owNER: Arrabelle at Vail Square, LLC
137 Benchmark Road
P.O. Brox 959
Avon, CO 81620
PROPOSAL REQUEST NO:
OATE OF ISSUANCE
CONTMCT DATED:
CONTMCT FOR:
PR.A OO2 ADDENDUM
NO.l
August 27, 2008
Construction
4240 Architecture Inc.
20826.0 |
lof 2
CONTRACTOR:AB,CHITECT:
PROJECT NO:
Please submit an itemized proposal for Contract Documents described herein. Submit proposal wittrin l5 days, or notify the
Architect in writing of the date on which you anticipate submitting your proposal.
THIS IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK
DESCRIBED IN THE PROPOSED MODIFICATIONS.
Reason for Changel
Vail Resorts has requested an alternate price to provide HVAC to Bedroom 655.07 from a fan coil in the adiacentMaster Bedroom in lieu of the fan coil now serving this bedroom and the adiacent bedroom in the lock-off. lt is
understood that proceedint with this alternate would result in compromised airflow to the mester bedroom,
Description:
See atta€hed sketches. Specifications covering the basic scope of additional work are here included, as a
guideline for matching the existing mechanical system installation.
Attachments
Mechanical Sketches:
MsK 289D (Demo) and MSK 289 (2 sketches totat, pR-A-002 Addendum t, dated g.2z.os)
SPecifications (Copied & unedited, from the Arrabelle Project frlanual, lssue ,.ASl 190", I June 2006 )150l0 Basic Mechanical Requirements (dated 06.0t.06, ASt t90)
| 589 | lrletal Ductwork (dated 06.0 t.05, ASt t90)
PREPARED BY:
REVIEWED BY:
Hal Yoder / Steve Robers
Steve Roberts
42 | 40 ARCHITCTURE tNC
3001 Larimer So"eet
Denver, Colondo 80205
c 303-292.3388 f 303.292.31 | 3
www,424hrchirecture.com
The anformatid1 containod in this messege is pnvileged and coniddrtial intendod onty for the lse of the jodividuat(B) or en|ty{ies) named
1i,o1.- [ll9 r9:d1 ol lhrs messag€ is rct the iotonded recipienl, you Ere her6by notified liat any disseminadon, dii;ibutior, 6i copying trthrs cbmmunrcalion is stfictly prohibitsd tf you have rec€iv€d this mmmunication in eror, ptEas6 notiry 42140 Architect!re. tnc tmmediateti.
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1.2
1.3
PARTI GENERAL
sEcTroN 15010
BASIC MECHANICAL REQUIREMENTS
B.
REIATED DOCUMENTS:
Drawings and general provisions of the Contract apply to the Division l5 specifications and drawings.
Related Sections: Refer to all sections in Division 15. Refer to Division l6 specification section.
SLMMARY:
This Section specifies the basic requirements for mechanical installations and includes requirements
cofirmon to more than one section of Division 15. It expands and supplements the requirements
specified in sections of Division l.
PROJECT CONDITIONS:
Protect all mechanical and electrical work against theft, injury or damage lmm all causes until it has
been tested and accepted.
Be responsible for all damage to the property ofthe Owner or to the work ofother contractors during
the construction and guarantee period. Repair or replace any part of the work which may show defect
duling one vear from the final acceptance of all work. Provided such defect is, is in the opinion of the
Architect, due to imperfect material or workmanship and not due to the Ownefs carelessness or
lmproper use.
ACCESSIBILITY:
lnstall equipment and materials to provide required access for servicing and maintenance. Coordinate
the final location ofconcealed equipment and devices requiring access with final location of required
access panels and doors. Allow ample space for removal of all parts that require replacement or
servicing.
Extend all grease fittings to an accessible location.
Furnish hinged steel access doors with concealed latch, whether shown on drawings or not, in all walls
and ceilings for access to all concealed valves, shock absorbers, air vents, motors, fans, balancing cocks,
and other operating devices requiring adjustment or servicing. Refer to Division I for access door
specification and Division l5 for duct access door requirements.
The minimum size of any access door shall not be less than the size of the equipment to be removed or
if used for service only.
Fumish doors to trades performing work in which they are to be built, in ample time for building-in as
the work progresses. Whenever possible, group valves, cocks, etc., to permit use of minimum number
ofaccess doors within a given room or space.
Factory manufactured doors shall be ofa type compatible with the finish in which they are to be
installed. In lieu of these doors, approved shop fabricated access doors with DuroDyne hinges may be
used.
Access doors in fire-rated walls and ceilings shall have equivalent U.L. label and fire rating.
ROUGH-IN:
i,
The ArraBelle at Vail Square
Vail, Colorado
I June 2006
B.
T,4
B.
C,
D.
F.
G.
1.5
Basic Mechanical Requirements
ASI r90
t5010-l
sEcTroN 15010
BASIC MECEANICAL REQUIREMENTS
A. Verify final locations for rough-ins with field measurements and with the requirements of the actual
equipment to be connected.
B' Refer to equipment shop drawings and manufacturefs requirements for actual provided equipment for
rough-in requirerhents.
I.6 REQIJIREMENTS OF REGULATORY AGENCIES:
A. Refer to Division l.
B, Execute and inspect all work in accordance with all Underwriters, local and state codes, rules and
regulations appliqable to the trade affected as a minimum, but if the plans and/or specifications call for
requirements that exceed these rulesand regulations, the greater requirement shall be followed. Follow
recommendations of NFPA, SMACNA, EPA, OSHA and ASHRAE.
C. Comply with stanilards in effect at the date ofthese Contract Documents, except where a standard or
specific date or edition is indicated.
D. After entering into contract, Contractor will be held to complete all work necessary to meet these
requirements without additional expense to the Owner.
1.7 REQUIREMENTS OF LOCAL UTILITY COMPANIES:
A. Comply with rules and regulations of local utility companies. Include in bid thecostofall valves, valve
boxes, meter boxes, meters and such accessory equipment which will be required for the project.
I.8 PERMTTS AND FEES:
A. Refer to Division 1.
B. The Owncr shall pay all tap, development, meter, etc., fees required for connection to municipal and
public utility facilities.
C. Contractor shall arfange for and pay for all inspections, licenses and certificares required in connection
with the work.
1.9 MECHANICALINSTALLATIONS:
A. Drawings ale diagrammatic in character and do not necessarily indicate every required offset, valve,
fitting, etc.
ts. Drawtngs and specitications are complementary. Whatever is calied lbr in either is binding as though
called for in both.
C. Drawings shall not be scaled for rough-in measurements or used as shop drawings. Where drawings are
required for these pprposes or have to be made from field measurement, take the necessary
measurements and prepare the drawings.
D. Before any work is installed, determine that equipment will properly fit the space; that required piping
grades can be maintained and that ductwork can be run as contemplated without interferences between
systems, with structural elements or wilh the work of other trades.
E. Coordinate the installation of mechanical materials and equipment above and below ceilings with
suspension system, light fixtures, and other building components.
Basic Mechanical Requiremenh ts0r0-2 The ArraBelle at vait square
ASI 190 Veil, Colorado
I June 2006
Basic Mechanical Requirements
ASI 190
sEcTroN 15010
BASIC MECHANICAL R-EQUIREMENTS
1. Coordinate ceiling cavity space carefully with all trades. In the event ofconflict, install
mechanical and electric systems within the cavity space allocation in the following order of
priority.
a. Plumbing waste, vent piping and roofdrain mains and leaders.
b. Supply, return and exhaust ductwork.
c. Fire sprinkler mains and leaders.
d. Electrical conduit.
e. Domestic hot and cold water piping.
f. Fire sprinkler branch piping and sprinkler runouts.
F. Vetify all dimensions by field measurements.
G. Arrange for chases, slots, and openings in other building components to allow for mechanical
installations.
H. Coordinate the installation of required suppo(ing deviccs and sleeves to be set in poured in place
concfete and other structural components, as they are conslructed.
L Sequence, coordinate, and integrate installations ofmechanical materials and equipment for efficient
flow of the work. Give particular attention to large equipment requiring positioning prior to closing-in
the building.
J. Coordinate the cutting and patching of building components to accommodate the installation of
mechanical equipment and materials.
K. Where mounting heights are not detailed or dimensioned, install mechanical services and overhead
equipment to provide the maximum headroom possible.
L. Install mechanical equipment to facilitate maintenance and repair or replacement ofequipment
components. As much as practical, connect equipment for ease of disconnecting, with minimum of
interference with other installations.
M. Coordinate connection of mechanical systems with exterior underground and overhead utilities and
services. Comply with requirements of goveming regulations, franchised sewice companies, and
controlling agencies. Provide required connection for each service.
I.IO BELTS.ANDSHEEVES:
A. The Mechanical Contractor shall coordinate with the Test and Balance Contractor and supply correctly-
sized drive belts, and sheeves.
I.I 1 CLTTTINC AND PATCHING:
A. This Article specifies the cutting and patching ofmechanical equipment, components, and materials to
include removal and legal disposal ofselected materials, components, and equipment.
B. Refer to Division I
C. Do not endanger or damage installed work tkough procedures and processes ofcutting and patching.
D. Anange for repairs required to restore other work, because ofdamage caused as a result of mechanical
installations.
The ArraBelle at Vail Square
Vail, Colorado
I June 2006
ls0l0-3
SECTION ts0l0
BASIC MECHAI\ilCAL REQUIREMENTS
E. No additional compensation will be authorized for cutting and patching work that is necessitated by
ill-timed, defeclive, or non-couforming installations.
F. Perform cutting, fitting, and patching of mechanical equipment and materials required to:
l. Uncover work to provide for insallation of ill-timed work;
2. Remove and replace defective work;
3, Remove and replace work not conforming to requirements ofthe Contract Documents;
4. Remove damples of installed work as specified for testing;
5. Install eqrhipment and materials in existing structures;
6. Upon written instructions from the Architect/Engineer, uncover and reslore work to provide for
Architect/Engineer observation of concealed work.
1.12 TEMPORARYFTACILITIES:
A. Light, Heat, Power, Etc.:
l. Responsibility for providing temporary electricity, heat and other facilities shall be as specified
in Division I
I.13 PRODUCTOPTIONSANDSUBSTITUTIONS:
A. Refer to the Instructions to Bidders and Division 1. "PRODUCTS, OPTIONS AND SUBSTITUTION".
B. Materials and equipment ofequivalent quality may be substituted for those scheduled or identified by
name on the dmwings if so reviewed by the Engineer prior to bidding. This may be done by submitting
to the Engineer at least seven (7) working days prior to the bid date a letter requesting prior review.
This submittal shall include all data necessary for complete evaluation ofthe product.
I.I4 MECHAMCALSUBMIfiALS:
Refer to the Conditions of the Contract (General and Supplementary), Division l.
1. All mechanical submittals shall be submitted by specification section submitted at one time.
"Piece-Meal" or "Partial" submittals will be letumed. unless prior approval from the Engrneer
has been oblained.
2 The Contraclor shall identify any "long lead time" items which rnay impact the overall project
schedule. If these submittal requirements affect the schedule, the Contractor shall identify the
impacts and confer with the Engineer within two weeks of entering into the contract.
3. Each submittal shall be tabbed by the mechanical specification section it is specified in.
The manufacturer's material or equipment listed in the schedule or identified by name on the drawings
are the types to be provided for the establishment ofsize, capacity, grade and quality. Ifalternates are
used in lieu ofthe scheduled names, the cost ofany changes in construction required by their use shall
be bome by Contractor.
B,
Basic Mechanical Req uirements
ASI I9O
The ArraBelle at Vail Square
Vail, Colorado
I June 2006
ls0l04
c.
D.
SECTION 15010
BASIC MECUANICAL REQUIREMENTS
All equipment shall conform to the State and/or local Energ/ Conservation Standards.
Submittal of shop drawings, product data, and mmples will be accepted only when submitted by and
stamped by thc Contractor. Data submitted from subcontractors and material suppliers directly to the
Enginecr will not be processed unless prior written approval is obtained by the Contractor.
The Design Professionals review and appropriate action on submittals, zuch as shop drawings, product
data, samples and other data, as requirod by the Design Professional, is only for the limited purpose of
checking for conformance with the design concept and the information expressed in the contract
documents. This review shall not include review ofthe accuracy or completcness ofdetails, such as
quantities, dimensions, weights or gauges, fabrication processes, constnrction means or methods,
coordination ofthe work with other trades or construction safety precautions, all of which are the sole
responsibility of the Contractor. The Design Professional:s review shall be conducted with reasonable
promptness while allowing sufficient time in the Design Professional=s judgment to permit adequate
review. Review of a specific itern shall not indicate that the Design Professional has reviewed the entire
assembly of which the item is a component. The Design Professional shall not be responsible for any
deviations from the contract documents not brought to the attention of the Design Professional in
writing by the Contractor. The Design Professional shall not bo required to review partial submissions
or those for which submissions ofcorrelated items have not been received.
SPECIFIC CATEGORY SUBMITTAL REQUIREMENTS:
Product Data:
L Where pre-printed data covers more than one distinct product, size, type, material, trim,
accessory group or other variation, mark submitted copy with black pen to indicate which of the
variations is to be provided.
2. Delete or mark-out portions of pre-printed data which are not applicable.
3. Where opemting ranges are shown, mark data to show portion ofrange required for prqiect
application.
4. For each oroduct. include the followins:
Sizes.
Weights.
Speeds.
Capacities.
Piping and electrical connection sizes and locations.
Statements of compliance with the required standards and regulations.
g. Perfbrmance da!a.
h. Manufacturer'ssoecifications.
Shop Drawings:
I. Shop Drawings are defined as mechanical system layout drawings prepared specifically for this
project, or fabrication and assembly type drawings of system components to show more detail
than typical pre-printed materials.
2. Prepare Mechanical Shop Drawings, except diagrams, to accurate scale, min l/8"=l'-0", unless
otherwise noted.
a. Show clearance dimensions at critical locations,
E.
l-l)
A.
a.
b.
d.
f.
B.
Basic Mechanical Req uirem ents
ASI 190
The ArraBelle at Vdl Square
Vail, Colorado
I June 2006
l50lG5
c.
l.l6
I t7
B.
t.l8
Basic Mechanical Requirements
ASr 190
rr
E.
F.
sEcTroN 15010
BASIC MECHANICAL REQUIREMEI.ITS
b, Show dimensions of spaces required for operation and maintenance.
c. Show interfaces with other work, including structural support.
Test Reports:
1. Submit test reports which have been signed and dated by the firm performing the test.
2. Prepare test reports in the manner specified in the standard or regulation governing the test
procedure (if any) as indicated.
Required submittals:
l. Provide submittals for each item ofequipment specified or scheduled in the contract documents.
See table at the end of this section.
If more than two submittals (either for product data, shop drawings, record drawings, or test and balance
reports) are made by the contractor, the Owner reserves the right to charge the contractor for subsequent
reviews by their consultants. Such extra fees shall be deducted from payments by the Owner to the
contractor.
When two or more items of same material or equipment are required (plumbing fixtures, pumps, valves,
air conditioning units, etc.) they shall be of the same manufacturer. Product manufacturer uniformity
does not apply to raw materials, bulk materials, pipe, tube, fittings (except flanged and grooved types),
sheet metal, wire, steel bar stock, welding rods; solder, fasteners, motors for dissimilar equipment unrts,
and similar items used in work, except as otherwise indicated.
l. Provide preducts which are compatible within systems and other connected items.
NAMEPLATE DATA:
Providc permanen{ operational data nameplate on each item ofmechanical equipment, indicating
manufacturer, product name, model number, serial number, capacity, operating and power.
characteristics, Iabels oftested compliances, and similar essential data. Locate nameplates in an
accessible location.
DELIVERY, STORAGE, AND }TANDLING:
Refer to Division I .
Deliver products to project properly identified with names, model numbers, types, grades, compliance
labels, and similar information needed for distinct identificationsl adequately packaged and protected to
prevent damage or contamination during shipment, storage, and handling.
Store equipment and materials at the site, unless off-site storage is authorized in writing. Protect stored
equipment and materials from damage, dirt, dust and moisture.
Coordinate deliveries of mechanical materials and equipment to minimize construction site congestion.
Limit each shipment of materials and equipment to the items and quantities needed for the smooth and
efficient flow of installations.
RECORD DOCIJMENTS:
Refer to Division L The following paragraphs supplement the requirements ofDivision l.
C.
D.
The ArraBelle at Vail Square
Vail, Coloredo
I June 2006
150t0-6
SECTION rs0r0
BASIC MECIIANICAL REQTIIREMENTS
B. Keep a complete set of record document prints in custody during entire period of construction at the
construction site. Documents shall be updated on a weekly basis.
C. Mark Drawing Prints to indicate revisions to piping and ductwork, sizs and location both exterior and
interior; including locations ofcoils, dampen and otlrer control deviceq filters, boxes, and similar units
requiring periodic maintenance or repair; actual equipment locations, dimensioned from column lines;
actual inverts and locations of underground piping; concealed equipment, dimensioned to column lines;
mains and branches ofpiping systems, with valves and control devices located and number€d,
concealed unions located, and with items requiring maintenance located (i.e., strainers, expansion
compensators, tanks, etc.); Change Orders; concealed control system devices. Changes to be notcd on
the drawing$ shall include linal location ofany piping or ductwork relocated more than 1'-0" from
where shown on the drawings.
1.I9 OPERATION AND MAINTENANCE DATA:
A, Refer to Division 1
B. The testing and balancing report shall be submitted and received by the Engineer at least fifteen
calendar days prior to the contractor's request for final observation time fmme requirements, Include in
the O & M Manual after review with "No Exceptions Takor" has been accomplished.
C. In addition to the information required by Division 1 for Maintenance Data include the following
information:
L Description of mechanical equipment, function. normal operating characteristics and limitations,
performance curves, engineering data and tests, and complete nomenclature and commercial
numbers ofall replaceable parts.
2. Manufacturer's printed operating procedures to include start-up, break-in, routine and normal
operating instruclions; regulation, control, stopping, shut-down, and emergency instructions; and
summer and winter operating instructions.
3. Maintenance procedures for routine preventative maintenance and troubleshooting; disassembly,
repair, and reassembly; aligning and adjusting instruclions.
4. Servicing instructions, lubrication charts and schedules, including Contractor lubrication reports.
5. Manufacturer's service manuals for all mechanical equipment provide under this contract.
6. Name, Address and Telephone number of party to be contacted for 24-hour service for each item
of equipment.
7. Starting, stopping, lubrication, equipment identification numbers and adjustment clearly
indicated for each piece of equipment.
8. Complete parts list.
9. Mechanicalwarranties.
D. This contract will not be considered completed nor will final payment be made until all specified
material, including testing and balancing report, is received in this operating and maintenance report and
the manual is reviewed by the Architect/Engineer.
I.2O LIJBRICATION OF EQUIPMENT:
Basic Mechanical Requirements 15010-7 The ArraBelle at Vail Square
ASI 190 Vail, Colorado
I June 2fi)6
SECTION 15010
BASIC MECHAMCAL REQUIREMENTS
Refer to Divisioh l.
;
Contractor shall properly lubricate all mechanical pieces ofequipment which he provided before tuming
the building ovet to the Owner. He shall attach a linen tag or heavy duty shipping tag on the picce of
equipment showing the date of lubrication and the type and brand of lubricant used.
with a typewritten list included in the O and M manuals ofeach item lubricated
use4 no later than two (2) weeks before completion ofthe project.
A.Refer to the I for procedures and submittal requirements for warranties. Refer to individual
equipment ions for warranty requirements. In any case the entire mechanical system shall be
warranted no than one year from the time of acceptance by the Owner.
B.Provide warranty information for each item to include product or equipment to include date or
beginning of
numbers and
or bond; duration of warranty or bond; and names, addresses, and telephone
for filing a claim and obtaining waranty services.
c.
l.2l
1.22
B.
l.zt
A.
B.
CLEANING:
Refer to l.
Refer to Divisiori 15, 'TESTING, ADruSTING AND BALANCING" for requirements for cleaning
filters, strainers, {nd mechanical systems prior to final acceptance.
PROJECT CLOSEOUT:
In addition to the requirements specified in Division I, complete the requirements listed below.
The Contractor s$all be responsible for the following Mechanical Checklist either by perfoming and/or
coordinating sucli items prior to applying for certification of substantial completion.
l. Refer to iridividual specification sections for additional requirements.
I
The ArraBelle rt Vail Square
Vril, Colorado
I June 2006
Fumish the Enei
150r0-8
sEcrIoN r50r0
BASIC MECHANICAL REQUIREMENTS
C. MechanicalChecklist
'Wananty- 5 year
- Warranty ReportMarran ty
' Kitchen Exhaust Hood
a See Specific Specification Section for Test & Certification Requirements
5 For Soft Starters
6 Requires Review & Approval from T & B Contractor
*+Requires Owner Sign Off
ENDOFSECTION I5OIO
Brsic Mechanical Requirements 15010-9
ASr 190
The ArraBelle at Vail Square
Vril, Colorado
I June 2006
SPEC
SECTION
REQUI&E\4ENTS
SUBMITTALS SIJPPLEMENTAL x
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Aa compl€tior of project
obtain owncrs sign oS
that has recaived the
followitrc:
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t5010 O&M MANUALS
150r0 RECORD DRAWINGS X
15040 MOTORS, STARTERS ANI)
DRIVES
X x xl x x5
15040 VARIABLE SPF]ED DRIVES X X X x
| 5851 AIR HANDLINC FANS x x X
t59'12 ELECTRICAL CONTROL
SYSTI'MS
x x
1597 5 SEOUENCE OF OPERATION
l59m 1'TJSTING,ADJUSl'INC AND
BAIANCING
X
SECTION 1589I
METALDUCTWORK
PART I GENERAL
I.1 DESCRIPTION OF WORK:
A. Extent of metal ductwork is indicated on drawings and in schedules, and by requirements of this
section.
DUCT SERVICE TYPE/CONSTRUCTION
Supply air between fan and terminal boxes (medium
and high).
Galvanized steel, spiral, round or oval /rectangular
factorv fabricated.
Rectangular supply air from discharge of terminal
box/fan to air devices (low pressure).
Galvanized sheet metal /spiral round and oval or
rectangular (lined as noted on drawings.) factory or
shop fabricated.
Retum air ductwork.Galvanized steel (lined where noted on drawings);
factory or shop fabricated.
General building exhaust.Galvanized sheet metal (lined as noted on drawings);
factory or shop fabricated.
Transfer ducts.Intemally lined galvanized sheet metal as described
above for low pressure supplyl factory or shop
fabricated.
Sound elbows for R*A. grilles Galvanized sheet metal (intemally lined).
OR
Fibrous glass ductboard.
Outdoor air intake ductwork.Galvanized sheet metal, rectangular, factory or shop
fabricated.
Dishwasher exhaust.3 16 stainless steel all welded construction
OR
Aluminum with silicone sealant.
Kitchen grease exhaust.Concealed From View: Min I 6 GA, carbon steel, all
welded construction.
Exposed To View: Type 304 stainless steel, min. l8
GA all welded construction.
Exterior uninsulated ductwork.Aluminum or 304 SS or oainted ealvanized
Shower, locker room exhaust.Aluminum with silicone sealant.
B. Exterior insulation qfmetal ductwork is specified in other Division-15 sections, and is included as work
of this section.
C. Refer to other Divisibn- I 5 seclions for dustwork acsessorres.
Metal Ductwork
ASI 190
r5891-l The ArraBelle at Vail Square
Vril, Colorado
I June 2006
1)
l.J
D,
E.
B,
SECTION ls89l
METALDUCT}VORK
Refer to other Division-l5 sections for fans and air handling units.
Refer to other Division- 15 sections for testing, adjusting, and balancing of metal ductwork systems.
DEFINITIONS:
Low Pressure Duct: Duct required by the drawings, specifications, or referenced standards to be
constructed to 2" or less, positive or negative pressure class.
Medium or High Pressure Duct: Duct required by the drawings, specifications, or referenced standards
to be constnrcted to greater than 2" positive or negative pressure class.
QUALITY ASSURANCE:
Manufacture/s Qualifisations: Firms regularly engaged in manufacture of metal ductwork products of
types, materials, and sizes required, whose products have been in satisfactory use in similar service for
not less than 5 years.
lnstaller's Qualifications: Firm with at least 3 years of successful installation experience on projects
with metal ductwork systems similar to that required for proj€ct.
References to SMACNA, ASHRAL and NFPA are minimum requirements, the Contractor shall
fabricate, consfuct, install, seal and leak test all ductwork as described in this specification and as
shown on the drawings, in addition to these minimum standard references.
Codes and Standards:
l. SMACNA Standards: Comply with SMACNA's "lfVAC Duct Construction Standards, Metal
and Flexible" for fabrication and installation of metal ductwork. Comply with SMACNA
"HVAC Air Duct kakage Test Manual" for testing of duct systems.
2. NFPA Compliance: Comply with NFPA 90A "Standard for the Installation of Air Conditioning
and Ventilating Systems'r and NFPA 90B "Standard for the Installation of Warm Air Heating
and Air Conditioning Systems".
SMACNA Industrial Construction Standards.
Field Refcrence Manual; Have available for reference at project field office, copy of SMACNA
"HVAC Ducl Construction Slandards, Metal and Flexible", and SMACNA "HVAC Air Duct Leakage
Test Manual".
SUBMITTALS:
Product Data: Submit manufacturefs technical product data and installation instructions for ductwork
materials and pmducts. Provide product data for manufactured joining systems. lnclude sound
attenuation by octave band for sound rated flexible duct.
Shop Drawings: Submit 1/4" scaled fabrication and layout drawings of metal ductwork and fittings
including, but not limited to, duct sizes, locations, elevations, and slopes of horizontal runs, wall and
floor penetrations, and connections. Show interface and spatial relationship between ductwork and
proximate equipment. Show modifications ofindicated requirements, made to conform to local shop
practice, and how those modifications ensure that free area, materials, and rigidity are not reduced.
The ArraBelle at Vail Square
Vail, Colorado
I June 2006
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C.
D.
E.
F.
1.4
B.
Metal lluctwork
ASI 190
r5891-2
Record Drawingf: At project closeout, submit rccord drawings of installed systems, in accordance with
requirements oflDivisions I and I5.
Maintenance Datp: Submit maintenance data and parts lists for metal ductworft materials and products.
Include this data, product data, shop drawings, and record drawings in maintsnance manual; in
accordance with fequirements ofDivisions I and 15.
DELIVERY, STORAGE, AND HANDLING:
A. Protection: Protept shop-fabricated and factory-fabricated ductwork, accessories and purchased
products from darhage during shipping, storage and handling. Prev€nt end damage and prevent dirt and
moisture from enftring ducts and fittings.
B. Storage: Where $ssible, store ductwork inside and protect from weather. Where necessary to stors
outside, store abo{e grade and enclose with waterproof wrapping.
PART2 PRODUCTS
MANI.JFACTURERS:
Manufacturers: Srhbject to compliance with requirements, provide products by one of the following:
l. Duct Liner:
a. CertfinTeed Corp.
b. Manville Products Corp. (Sehuller)
c. Owdps-Coming Fiberglas Corp.
d. Pixspurgh Coming Corp.
2. Flexible Dubts:
_1.Duct Take QffFittings
Flexrhaster
a. Semcf Mfg., Inc.
b. Unitef, Sheet Metat Div., Unired McGill Corp.
c. SheetlMetal Products Co.
d. Spiral Pipe ofTexas, lnc.
e. Hercu[es Industries
2.2 DUCTWORK MATERIALS:
A. Exposed Ductwork \,[aterials: Where ductwork is exposed to view in occupied spaces, provide
materials which are free from visual imperfections including pitting, seam marks, roller marks, stains,
dentg discolorations] and other imperfections, including those which would impair painting.
c.
D.
SECTION 15891
METALDUCTWORK
1.5
al
a. Flexrlnasterb. TheJnaflex
b.
c.
d.
Metal Ductwork
ASI l9tf
The ArraBelle at Vail Square
Veil, Colorado
I June 2fi)6
r5891-3
Metsl Ductwork
ASI 190
SECTION 1589r
METALDUCTWORK
B. Sheet Metal: Except as otherwise indicated, fabricate ductwork from galvanized sheet steel complying
with ASTM A 527, lockforming quality; with G 90 zinc coating in accordance with ASTM A 525; and
mill phosphatized for exposed locations. Provide flat seam construction where standing seams are a
hazard to the Owner's operation personnel.
C. Stainless Steel Sheet: Where indicated, provide stainless steel complying with ASTM A 167;Type3M
or 316; with No. 4 frnish where exposed to view in occupied spaces, No. I finish elsewhere. Protect
finished surfaces with mill-applied adhesive protective paper, maintained through fabrication and
installation.
D. Aluminum Shect Where indicated, provide aluminum sheet complying with ASTM B 209, Alloy
3003, Temper Hl4.
E. Uncoated carbon steel shall comply with ASTM A569, hot rolled steel sheet.
2.1 MISCELLANEOUSDUCTWORKMATERIALS:
A. General: Provide miscellaneous materials and products of types and sizes indicated and, where not
othcrwise indicated, provide type and size required to comply with ductwork syslem requirements
including proper connection of ductwork and equipmenl.
B. Fittings: Provide radius type fittings fabricated of multiple sections with maximum l5 deg. change of
direction per section. Unless specifically detailed otherwise, use 45 deg. latemls and 45 deg. elbows for
branch takeoff connections. Where 90 deg. branches are indicated, provide conical typ€ tees.
C. Duct Liner: Fibrous glass, complying with Thermal Insulation Manufacturers Association (TMA)
AHC-101; of thickness indicated.
l Unless otherwise noted, provide I " thick, l -1l2 lb density, fiberglass duct liner meeting ASTM
C1071 Type I, NFPA 90A and 90B and TIMA (AHC- l0l ) with minimum NRC (noise reduction
coefficient) of 0.70 as tested per STM C 423 using an "A" mounting with minimum "K" factor
of 0.25. Lining shall be U.L. approved, made from flame attenuated glass fiber bonded with a
thermosetting resin with acrylic smooth surface treatment and factory applied edge coating.
Materials shall conform to revised NFPA No. 90A Standards, with a maximum flame spread of
25 and maximum smoke development of 50.
2. Provide rigid plenum liner board where indicated. Rigid tiner shall be [1", I -l12", 2"] thick, 3
pounds per cubic foot, glass fiber bonded with thermosetting resin, with an acrylic coating,
conforming to NFPA 90 and ASTM Cl07l.
a. Schuller/ManvillePermacoteLinacousticR-300.
D. Duct Liner Adhesive: Comply with ASTM C 916 "Specifications for Adhesives for Duct Thermal
Insulation".
E. Duct Liner Fasteners: Comply with SMACNA HVAC Duct Construction Standards, Article 52.l l.
F. Duct Sealant: Non-hardening, non-migrating mastic or liquid elastic sealant, type applicable for
fabrication/ installation detail, as compounded and recommended by manufacturer specifically for
sealingjoints and seams in ductwork. All PVC coated exhaust ductwork shall be ssaled with an
approved chemical resistant sealant as manufactured by Foremost Co. PCD No. 8 duct sealer and wrap
with hardcast tape. For outdoor ductwork, sealant shall also be U.V. resistant and weather resistant.
G. Ductwork Support Materials: Except as otherwise indicated, provide hot-dipped galvanized steel
fasteners, anchors, rods, straps, trim and angles for support of ductwork.
The ArraBelle at Vail Square
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I June 2006
158914
SECTION 15891
METAL DUCTWORK
I. For exposed stainless steel ductwork, provide matching stainless stsel support materials.
2. For aluminum ductwork, provide aluminum support materials except where materials are
electrolytically separated from ductwork.
Flexible Ducts: Flexible air ducts shall be listed under UL-l 8l standards as Class I Air Duct Material
and shall comply with NFPA Standards 90A and 908. Minimum operaling pressure rating shall be 6"
W.C. lhrough a temperature range of -20o to l50T; minimum working velocity rating shall be 4000
f.p.m. Contractor shall assume responsibility for supplying material approved by the authority having
jurisdiction.
l. All insulated flexible ducts shall be constmcted ofa metalized ripstop reinforced laminate inner
core, l" thick,3/4 lb. density fiberglass insulation with "C" factor of 0.23 or less and an outer
jacket mape exclusively offire retardant reinforced aluminized material.
a. Flexmaster Type 5M.
2. All/Where shown on drawings flexible duct shalt be rated for sound attenuation. lnner core shall
be black CPE supported by a galvanized steel helix, with l" C:.23 or less insulation and
metalized reinforced outer iacket. Sound attenuation shall be as scheduled below:
a. Flexmaster Type 8M
3. Non-insulated flexible ducts shall be constructed from dead soft aluminum sheet. spiral
corrugated, or aluminum construction over a steel spring helix.
I Duct Take OffFittings: Provide conical spin-in fittings at flexible or round sheet metal duct takeoffs.
Where specifically shown on drawings, where the duct dimension does not allow for a conical spin-in,
or at Contractor's option, provide 45" inlet rectangular to round duct take offfittings, with factory
applied gasket. Flttings downstream ofair terminals shall include butterfly type manual volume damper
with end bearings, regulator, and locking device.
l. Rectangular to round take-offfitting: Flexmaster STO or equivalent by approved manufaclurer.
J. All fasteners and hardware for stainless steel ductwork shall be made of stainless steel.
2.4 FABRICATION:
A. Fabricate ductwork in 4,8, 10 or 12-ft lengths, unless otherwise indicated or required to complete runs.
Preassemble work in shop to greatest extent possible, so as to minimize field assembly of systems.
Disassemble systems only to extent necessary for shipping and handling. Match- mark sections for
reassembly and coordinated installation.
B. Fabricate ductwo* of gauges and reinforcement complying with SMACNA "HVAC Duct Construction
Standards". Minirnum 26 GA where ducts are within corridors.
Metal Ductwork 1589f -5 The ArraBelle at Vail Square
ASI lm Vril, Colorado
I June 2006
H.
INSERTION LOSS, PER IO'SI,C TION, ZE,RO FLOW
Octave Band 12s 250 500 1000 2000 4000
rL (dB) 8"
dia.
t_l -tl Jb -tJ 38 2I
SECTION 1s891
METALDUCTWORK
C. Where the standard allows the choice of extemal reinforcing or intemal tie rods, only the external
reinforcing options shall be used.
D. If manufacturer flangejoining systems arc used as part of tlre rcinforcing, the EI rating and rigidity
class shall be equivalent to the reinforcing requirements of the standard. Submit manufacturer's product
data.
E. Aluminum duct shall be fabricated using the aluminum thickness equivalence table in the standard.
Simply increasing the thickness by two gauges is not acceptable.
F. Fabricate duct fittings to match adjoining ducts, and to comply with duct requir€ments as applicable to
fittings. Except as otherwise indicated, fabricate elbows with center-line radius equal to I .5 times the
associated duct width; and fabricate to include tuming vanes in elbows where shorter radius is
necessary. Limit angular tapers to 30 deg. for contracting tapers and 20 deg. for expanding tapers.
Divided flow finings shall be 45o inlet branches, stationary splitters and elbows, or as shown on
drawings.
G. Fabricate ductwork with accessories installed during fabrication to the greatest extent possible. Refer to
Division- 15 section "Ductwork Accessories" for accessory requirements. All exhaust ductwork
accessories (including dampers, tuming vanes, access doors, etc.) shall be Heresite or PVC coated. All
stainless steel ductwork shall have stainless steel accessories (including dampers, turning vanes. access
doors, etc.) construction.
H. Fabricate ductwork with duct liner in each section of duct where indicated. Laminate liner to intemal
surfaces of duct in accordance with instructions by manufacturers of lining and adhesive, and'fasten
with mechanical fasteners. Provide sheet metal nosing on all leading edges preceded by unlined duct, at
duct openings, and at fan or terminal unit connections.
2.5 LOW PRESSIIRE ROT]ND DUCTWORK:
A. Material: Galvanized sheet steel complying with ASTM A 527, lockforming quality, with ASTM A
525, G90 zinc coating, mill phosphatized. Spiral lockseam constnrction. Individual runouts to diffusers
may be longitudinal seam.
B. Gauge: 28-gauge minimum for round and oval ducts and fittings,4" through 24" diameter. Minimum
26 gauge where ducts are within a conidor.
C. Elbows: One piece construction for 90 deg. and 45 deg. elbows 14" and smaller. Provide multiple gore
construction for larger diameters with standing seam circumferentialjoint. Radius to centerline shall be
1.5 times duct diameter. Spot welded and bonded construction.
D. Divided Flow Fittings: 90 deg. rees, constructed with branch spot welded and bonded lo duct fitting
body, or saddle tap fitting, with minimum 2" flange shaped to fit main duct.
2.6 MEDIUM AND HIGH PRESSI.]RE ROI.JND AND FLAT OVAL DUCTWORK:
A. General: Provide factory-fabricated duct and fittings.
B. Duct gauges given below are minimum values; in no case shall the duct gauge be less than
recommended by SMACNA for the operation pressures of the systems shown on the drawings, (both
positive and negative pressures), including proper re-enforcement.
Metal Ductwork
ASI 190
The ArraBelle at Veil Square
Vail, Colorado
I June 2006
15891-6
C.
D.
sEcTroN ls89r
E.
METALDUCTWORK
Elbows: One piece construction for 90 deg. and 45 deg. elbows 14" and smaller. Provide multiple gore
construotion for larger diameters with standing seam circumferential joint. Radius to centerline shall be
1.5 times duct diameter. Fully welded consffuction.
Divided Flow Fittings: Full body fittings with solid welded construction or solid welded saddle tap
fittings with a minimum 2" flange shaped to fit the main duct. Provide conical laterals, conical tees, 45"
inlet tees, wye fittings, or as shown on drawings. Straight tap tees shall not be used.
Round Ductwork: Construct of galvanized sheet steel complying with ASTM A 527 by the following
methods and in minimum gauges listed.
i.Provide locked seams lor spiral duct; fusion-welded butt seam for longitudinal seam duct.
Provide lnternal stiffener rings and external reinforcement as required to meet operating static
pressures scheduled on drawings.
Fittings And Couplings: Construct ol minimum gauges listed. Provide continuous welds along
seams.
F. Flat-Oval Ductwork: Construct of galvanized sheet steel complying with ASTM A 527, of spiral
lockseam constl uction, in minimum gauges listed.
Diameter Minimum Gause Method of Manufacture
26 Spiral Lockseam
15" to 26"24 Soiral Lockseam
27" to 16"Soiral Lockseam
37" to 50"20 Spiral lockseam
5l" to 60"l8 Spiral Lockseam
Over 60"16 Longitudinal Seam
l8 Spiral Lockseam
Diaineter Minimum Gauge
3" to 14".lA
15" to 26"22
28" ro 50"20
52" to 60"t8
Over 62"16
Maximum Width Minimum Gause
Metal Ductwork
ASI I9O
The ArraBelle at Vail Square
Vail. Colorado
I June 2006
15891-7
G.
sEcrroN 1s891
METALDUCTWORK
1. Fittings and Couplings: Construct of minimum gauges listed. Provide continuous weld along
seams.
Intemally Insulated Duct and Fittings: Construct with outer pressure shell, I " thick insulation layer,
and perforated inner liner. Constmct shell and liner of galvanized sheet steel complying with ASTM A
527, of spiral lockseam construction, use longitudinal seam for over 59", in minimum gauges listed.
l. Fittings and Couplings: Construct of minimum gauges listed. Provide continuous weld along
seams ofouter shell.
Inner Liner: Perforate with 3/32' holes for 22o/o open area. Provide metal spacers welded in
position to maintain spacing and concentricity.
2.
Metal Ducfwork
ASI 190
The ArraBelle at Veil Square
Vail, Colorado
I June 2006
25" to 48"22
49" to70"20
Over 70"18 (or 16 GA. Longitudinal welded seam)
Maximum Width Minimum Gauge
Under 37"20
37" to 59"l8
Over 59"l6
Nominal Duct Diameter Outer Shell Inner Liner
3" to 12"26 ga.26 Sa.
13" to 24"24 ga.26 ga.
25" to 34"22 ga.26 ga.
35" to 48"2O ga.26 ga.
49" to 62"l8 ga,26 ga.
Over 62"18 ga.22s.
Nominal Duct Diameter Outer Shell Inner Liner
3" to 34"20 ga.24 ga.
36" to 48"2O ga.22 ga.
50" to 58"18 ga.1) oz
Over 58"16 ga.22 ga.
15891-8
PART3 EXECUTION
C.
Metal Ductwork
ASt 190
SECTION 15891
METAL DUCTWORK
5.1
).2
INSPECTION:
General: Examine areas and conditions under which metal ductwork is to be installed. Do not proceed
with work until Unsatisfactory conditions have been corrected
INSTALLATION OF METAL DUCTWORK:
Duct Sealing:
l. Seal all low pressure ducts to SMACNA Seal Class ,'B',.
2. Seal all medium and high pressure ducts to SMACNA Seal Class "A".
General: Assemble and install ductwork in accordance with recognized industry practices which will
achieve air-tight and noiseless (no objectionable noise) systems, capable of performing each indicated
service. lnstall e4ch run with minimum number of.joints. Align ductwork accurately at connections,
within 1/8" misalignment tolerance and with intemal surfaces smooth. support ducts rigidly with
suitable ties, braces, hangers and anchors oftype which will hold ducts true-to-shape and to prevent
buckling, popping! or compressing. Support vertical ducts at every floor.
Construct ductwofk to schedule of operating pressures as shown on drawings.
Insens: lnstall concrete inserts for support ofductwork in coordination with formwork, as required to
avoid delays in wdrk.
Field Fabrication: Complete fabrication ofwork at project as necessary to match shop-fabricated work
and accommodate installation requirements.
Routing: Locate duclwork runs, excepl as otherwise indicated, vertically and horizontally and avoid
diagonal runs wherever possible. Locate runs as indicated by diagrams, details and noations or, if nol
otherwise indicated, run ductwork in shorlest route which does not obstruct useable space or block
access for servicing building and its equipment. Hold ducts close to walls, overhead construction,
colurnns, and othef structural and permanent enclosure elements of building. Limit clearance to l/2"
where furring is shown for enclosure or concealment of ducts, but allow for insulation thickness, if any.
Where possible, locate insulated ductwork for l" clearance outside of insulation. Wherever possible in
finished and occulied spaces, conceal ductwork from view, by locating in mechanical shafts, hollow
rvall construction or above suspended ceilings. Do not encase horizontal runs in solid partitions. excepr
as specifically shoryn. C<rordinate layout with suspended ceiling and lighting layouts and similar
finished work.
Electrical Equipmdnt Spaces: Do not route ductwork through transformer vaults and their electrical
equipment spaces and enclosures.
Slope shower', locker room, and high moisture ductwork down to air device.
Penetrations: Wheie ducts pass through fire rated walls and do not contain fire or smoke dampers,
protect with fire stop material installed in accordance with its listing. Where ducts pass through interior
pa(itions or exteriqr walls, and ale exposed to view, conceal space between construction opening and
duct or duct insulation with sheet metal flanges of same gauge as duct. overlap opening on all four
sides by at least 1-l12". Fasten to duct only. where ducts penetrate non-fire rated, mechanical,
electrical or acoustically sensitive walls, provide l/2" to 3/4" annular space between duct and wall, pack
annular space with mineral wood insulation, and caulk both sides with non-hardenins acoustical sealant.
B.
D.
E,
F.
c.
H
The ArraBelle at Vail Square
Vail. Colorado
I June 2006
IsE9l-9
sEcTroN 15891
METALDUCTWORK
J. Coordination: Coordinate duct installations with installation ofaccessories, dampers, coil frames,
equipment, controls and other associated work of ductwor* system.
K. Installation: Install metal ductwork in accordance with SMACNA HVAC Duct Construction Standards
and Industrial Constructi on Standards.
L. Temporary Closure: At ends of ducts which are not connected to equipment or air distibution devices
at time of ductwork installation, provide temporary closure of polyethylene film or other covering
which will prevent entrance ofdust and debris until time connections are to be completed.
3.3 INSTALLATIONOFDUCTLINER:
A. General; Install duct liner in accordance with SMACNA IIVAC Duct Construction Standards.
3.4 INSTALLATION OF FLEXIBLE DUCTS:
A. Maximum Length: For any duct run using flexible ductwork, do not exceed 5' - 0".
B. Installation: Install in accordance with Section III of SMACNA's. "HVAC Duct Construction
Standards. Metal and Flexible".
3,5 GREASEEXHAUSTDUCTS:
A. Install in accordance with Uniform Mechanical Code, NFPA 96, and local modifications to those codes.
Connect to hoods in accordance with the hood manufacture/s listing.
B. Horizontal duct less than 75 feet in one run shall be pitched at l/4" per foot towards the hood or a drain
point. Those portions over 75 feet shall be pitched at 1" per foot.
C. See drawings for enclosure requirements.
l. See Section 15250 for blanket type fire rated enclosure.
2. See Division 07000 for shaft wall enclosure systems.
3. Install duct so a minimum of 3" and a maximum of 12" is maintained between duct and
enclosure.
D. Use no turning vanes, tie rods. dampers or other internal structures which will collect grease. All
changes in direction shall be made with radiused fittings.
E. Provide cleanouts as follows:
L Cleanouts shall be installed in the side or top ofthe duct. whichever is more accessible.
2. When installed on the side, the bottom of the opening shall be a minimum of I-l/2 above the
bottom of the duct.
3. Ducts serving hoods with integral fire dampers shall have a clean out opening with l8" of the
collar.
4, Horizontal ducts shall either have one opening large enough for personnel entrance or minimum
12" x 6" openings at 12' intervals.
Metal Ductwork
ASI 190
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Vail. Colorado
I June 2006
t5E9l-10
sEcTroN r589r
METALDUCTWORK
5' Vertical ducts shall either have one opening at the top large enough for persomel entrance and
descent or a minimum 12', x 6" openings at every floor.
6. Openings shall have a flanged frame, extending 1" offthe duct wall. Closure panels shall be
attached to the flange by means ofthreaded studs welded to the flange, protruding through holes
in the panel and fastened by means of wing nuts. Provide "Fiber Frax" or equivalent high
temperature (1500"F) rope type gasket bonded to either the gasket or panel.
7. Provide access doors in the enclosure at all cleanouts.
a. Use UL listed methods for blanket type fre rated enclosures. See Section 15250.
b. Use UL listed fire rated access doors in shaft wall enclosures. See Section 15050.
F. Grease duct bracing and supports shall be of noncombustible material securely aftached to the structure
and designed to carry gravity and seismic loads with the stess limitations ofthe International Building
Code. Bolts, screws, rivets and other mechanical fasteners shall not Denetrate duct walls.
3.6 EQTIIPMENTCONNECTIONS:
A. General: Connect metal ductwork to equipment as indicated, provide flexible connection for each
ductwork connection to equipment mounted on vibration isolators. and/or equipment containing
rotating machinery. Provide access doors where required for service, maintenance and inspection of
ducrwork accessories. See section 15910.
3.7 ADruSTING AND CLEANING:
A. Clean ductwork internally, unit by unit as it is installed, of dust and debris. Clean external surfaces of
foreign substances. Where ductwork is to be painted clean and prepare surface for painting.
B. Protection:
l. Store duct a minimum of4" above ground or floor to avoid damage from weather or spills.
2. Cover all stored ducts to protect from moistur.e or debris.
3. Cover all ends of installed ductwork at the end of each workday or when dust and debris
producing construction (such as fire proofing, drywall, sanding, or core drilling) is occurring.
C' Ductwork contaminated or damaged above "shop" or "mill" conditions shall be cleaned, repaired or
replaced to the Engineer's satisfaction.
I . Ductliner pre-installed in stored duct which has become wet may be installed if first allowed to
completely dry out.
2. Ductliner in installed ductwork which has become wet must be completely removed and
replaced.
3. Torn ductliner may be repaired by coating with adhesive ifdamage is minor and isolated,
Extensively damaged liner shall be replaced back to a straight cutjoint.
D. Balancing: Refer to Division-I5 section "Testing, Adjusting, and Balancing" for air distribution
balancing of metal ductwork; not work of this section. Seal anv leaks in ductwork that become
apparent in balancing process.
Metal Ductwork
ASI 190
The ArraBelle at Vail Square
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I June 2006
r589r-11